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GENF.RAL NOTES
<br />1. A L CONSTRUCTION AND MATERIALS SHALL COMPLY WITH THE 'INTERNATIONAL
<br />BALDING CODE 2003' AND SWAN. MEET OR EXCEED THE STRICTER OF
<br />APOICABLE COUNTY CODES AND REGULATIONS, LATEST EDITIONS.
<br />2. ANTENNAS. CABINETS AND COAXIAL CABLE SHALL BE PROVIDED BY CLIENT
<br />CONTRACTOR SHALL COORDINATE SCHEDULE OF DELIVERY TO AVOID DELAYS.
<br />3. DAMAGE TO ALL UTILITIES, LAND, DRIVEWAY AREAS AND PROPERTY OF OTHERS,
<br />DISTJRBED DURING CONSTRUCTION, SHALL BE RETURNED TO THE ORIGINAL
<br />CONDITION AT THE COMPLETION OF WORK.
<br />4. CONTRACTOR SHALL COORDINATE WITH THE LOCAL POWER AND TELEPHONE
<br />UTIIJTIES AND THE CONSTRUCTION MANAGER TO CONFIRM THE SOURCE OF
<br />SERVICE. PRIOR TO INSTALLATION OF CONDUITS.
<br />PROJECT NOTES
<br />ELECTRICAL NOTES
<br />GROUNDING NOTES
<br />REINFORCED CONCRETE:
<br />1. ALL ELECTRICAL WORK SHALL L CONFORM TO THE REQUIREMENTS OF
<br />1. AN ANTIOXIDANT COMPOUND SHALL BE APPLIED TO AIL
<br />R-1. CONCRETE: ALL CONCRETE SHALL BE F-c - 3,000 PSI AT END OF 20
<br />THE NATIONAL ELECTRICAL CODE (NEC) AS WELL AS APPUCABLE
<br />EXTERIOR, ABOVE GRADE, MECHANIC, GROUND CONNECTIONS.
<br />DAYS AS DETERMINED BY ASTM C31 AND C39 AND SHALL BE
<br />STATE AND LOCAL CODES.
<br />NORMAL WEIGHT.
<br />2. CONTRACTOR SHALL SUPPLY ALL MATERIAL, LABOR AND
<br />2. ALL ELECTRICAL ITEMS SHALL BE UL APPROVED OR LISTED AND
<br />EQUIPMENT NECESSARY FOR A COMPLETE SYSTEM AS INTENDED
<br />R-2. PREPARATION, TESTING AND PLACING OF CONCRETE AND
<br />PROCURED PER SPECIFICATION REQUIREMENTS.
<br />HEREIN UNLESS OTHERWISE NOTED.
<br />REINFORCEMENT SHALL BE PER ACI-318 BUILDING CODE
<br />REQUIREMENTS FOR STRUCTURAL CONCRETE, LATEST EDITION.
<br />3. THE ELECTRICAL WORK INCLUDES ALL LABOR AND MATERIAL
<br />3. ALL. EXTERNAL GROUND CONDUCTORS SHALL BE 12 AW'G, BARE,
<br />D
<br />DESCRIBED BY DRAWINGS AND SPECIFICATION. INCLUDING INCIDENTAL
<br />SOLID, TINNED COPPER UNLESS OTHERWISE NOTED.
<br />R-3. REINFORCING BARS SKALL RAVE A MINIMUM YIELD STRENGTH OF Fy
<br />WORK TO PROVIDE COMPLETE, OPERATING AND APPROVED ELECTRICAL
<br />60.000 PSI AND SHALL COMPLY WITH ASTM A515.
<br />SYSTEM.
<br />4. ALL GROUND CONNECTIONS SHALL. BE MADE WITH EXOTHERMIC
<br />R-4. PROVIDE MINIMUM CONCRETE COVERAGE FOR REINFORCING STEEL OF 3'.
<br />R-5. EXISTING VEGETATION AND ORGANIC MATERIALS SHALL BE REMOVED FROM
<br />5. EXISTING VEGETATION AND ORGANIC MATERIALS SHALL BE REMOVED FROM THE
<br />THE BUILDING FOUNDATION AREA FILL TO INDICTED 171EVATKXN WITH
<br />CONCRETE PAD AREA, FILL SITE TO DESIGN ELEVATION W/CLEAN, SANDY SOIL
<br />CLEAN WADY SOIL COMPACT TO OBTAIN 2500 PSI BEARING CAPACITY.
<br />COMPACT UNDER CONCRETE PAD TO OBTAIN NOT LESS THAN 95XC OF THE
<br />CONCRETE EQUIPMENT PAD SHALL. BE PLACED OVER UNDISTURBED OR
<br />MODIFIED FROCTOR MAXIMUM DRY DENSITY FOR SOIL IN ACCORDANCE WITH
<br />WELL COMPACTED SOIL
<br />ASTM D557.
<br />DESIGN:
<br />6. REGRADE AROUND PAD AS REQUIRED TO ALLOW MAXIMUM 3' OF PAD
<br />D-1. DESIGN IS IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE
<br />THICKNESS, EXTENDING ABOVE GRADE.
<br />2003.
<br />4. GENERAL CONTRACTOR SHALL PAY FEES FOR PERMITS, AND IS
<br />RESPONSIBLE FOR OBTAINING SAID PERMITS, 'NO COORDINATION OF
<br />INSPECTIONS.
<br />5. ELECTRICAL AND TELCO WIRING BETWEEN CABINETS SHALL RUN IN
<br />EAR OR SCHEDULE 40 PVC (AS PERMITTED B: CODE).
<br />6. ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING AND EXPOSED TO
<br />WEATHER SHALL BE IN WATER TIGHT GALVANIZED RIGID STEEL
<br />CONDUITS AND WHERE REQUIRED IN LIQUID TIGHT FLEXIBLE METAL
<br />OR PVC WHERE LOCAL CODES AND SITE CONDITIONS PERMIT.
<br />WELD PROCESS UNLESS OTHERWISE NOTED OR APPROVED. ALL
<br />CONNECTIONS SHALL BE MADE AT DESIGNATED LOCATIONS ON
<br />THE EQUIPMENT.
<br />5. EXACT LOCATION OF GROUND RODS AND GROUND CONNECTION
<br />POINTS SHALL BE DETERMINED IN THE FIELD, ADJUST LOGt10NS
<br />AS REQUIRED TO KEEP GROUND CONNECTIONS AS SHORT AS
<br />POSSIBLE (9' MIN. BEND RADIUS AND 90 DEGREE MAX
<br />BEND ANGLE). ALL BELOW GRADE GROUNDING SHALL BE
<br />INSPECTED AND APPROVED BY CONSTRUCTION MANAGER PRIOR
<br />TO BACKFlWNG.
<br />S. ALL GROUND COMPONENTS SHALL BE INSTALLED WITHIN THE
<br />7. ALL WORK SHALL BE DONE SATISFACTORY IN A PROFESSIONAL WORKMANLIKE
<br />0-2. EQUIPMENT CABINET LOADING PER CIFARWIRE STANDARD EQUIPMENT.
<br />7. ELECTRICAL WORK SHALL BE COPPER WITH TYPE XHHW, THWN OR
<br />CONFINES OF THE FENCED AREA ANY METALLIC ITEMS WITHIN 6'
<br />MANNER, SJBJECT TO INSPECTION DURING THE CONSTRUCTION AND FINAL
<br />THIN INSULATION.
<br />OF THE GROUND ,RING SHALL BE BONDED TO THE GROUND
<br />APPROVAL BY THE CONSTRUCTION MANAGER.
<br />D-3. DESIGN LOADS: WASHINGTON STATE
<br />RING. GROUNDING REQUIREMENT NOT SHOWN ON PLANS ARE
<br />A 100 MPH WIND SPEED, 3 SECOND GUST, CATEGORY 2. IMPORTANCE
<br />B. RUN ELECTRICAL CONDUIT BETWEEN ELECTRICAL UTILITY
<br />WAVE GUIDE HATCH COVER PLATE, CABLE TRAYS, SUPPORTS,
<br />B. ANY SUBSTITUTIONS OF S, LOUR TENT OR ALTERATIONS FROM THE
<br />FACTOR 1.0. EXPOSURE CATEGORY C.
<br />DEMARCATION POINT AND EXISTING METER SOCKET AS LOCATED ON
<br />SERVICE SWITCHES FNAC UNITS, ETC.
<br />PLANS ANTI/OR SPECIFICATIONS SNARL BE APPROVED BY THE CONSTRUCTION
<br />SPECIFICATIONS
<br />B. ALL OTHER LOAD ARE PER ASCE 7-02
<br />THIS DRAWING IN PVC, PROVIDE FULL LENGTH PULL ROPE.
<br />THESE ITEMS MUSTIBE GROUNDED
<br />MANAGER
<br />COORDINATED INSTALLATION WITH UTILITY COMPAM'.
<br />D-4. PAD ON GRADE DESIGN IS RASED ON MINIMUM SOIL BEARING CAPACITY
<br />7. Al EXTERIOR EXPOSED GROUND CONDUCTORS LONGER THAN
<br />`.
<br />9. COLOR SELECTION SWAN. BE COORDINATED WITH CONSTRUCTION MANAGER.
<br />OF 1000 PSF.
<br />9. RUN TELCO CONDUITS BETWEEN TELEPHONE UTILITY DEMARCATION
<br />IV SHALL BE PROTECTED AND SUPPORTED BY A 3/4' PVC
<br />POINT AND EXISTING TELCO CABINET AND CLFARVARE CABINET AS
<br />SCHEDULE 80 CONDUIT SLEEVE MOUNTED WITH CUC-STRAP
<br />10. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS AND BRING
<br />STRUCTURAL
<br />INDICATED ON THIS DRAWING IN PVC. FROVDE FULL LENGTH PULL
<br />SUPPORTS FROM 6' BELOW FINISHED GRADE TO 6' FROM FINAL
<br />DISCREPANCIES TO THE ATTENTION OF CONSTRUCTION MANAGER.
<br />ROPE IN TELCO CONDUIT.
<br />CONNECTION.
<br />S-1. DETAIL, FABRICATE, AND ERECT ALL STRUCTURAL STEEL IN
<br />11. CONTRACTOR SWAN. CONTACT SUBSURFACE UTILITY LOCATOR FOR EXACT
<br />ACCORDANCE WITH AISC, SPECIFICATION FOR DESIGN, FABRICATION AND
<br />TO. ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEMA 3R ENCLOSURE.
<br />8. ALL GROUND RODS SHALL BE DRIVEN STRAIGHT DOWN,
<br />LOCATION OF EXISTING UTILITIES, PRIOR TO COMMENCEMENT OF CONSTRUCTION
<br />ERECTION OF STRUCTURE STEEL FOR BUILDINGS.
<br />PERPENDICULAR TO FINISHED GRADE, SUITABLE PROTECTION
<br />ACTIVITIES. CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS BY TEST PIT,
<br />If. COORDINATE EXACT TrLEPHONE REQUIREMENTS AND SERVICE
<br />SHALL BE PROVIDED ON END OF RODS TO PREVENT
<br />AS NECESSARY. EXACT LOCATION OF UTILITIES SHOWN ON PLAN ARE
<br />S-2. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE AISC
<br />ROUTING WITH LOCAL TELEPHONE COMPANY. APPLY FOR TELEPHONE
<br />MUSHROOMING WITH GROUND DURING INSTALLATION.
<br />APPROXIMATE k FOR PLANNING PURPOSES ONLY.
<br />SPECIFICATION FOR STRUCTURAL STEEL FOR BUILDING -
<br />SERVICE AS SOON AS POSSIBLE.
<br />ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN, 91K EDITION.
<br />9. GROUND CONDUCTORS SHALL NOT COME IN CONTACT WITH THE
<br />12. CONTRACTOR SHALL DOCUMENT THE 'AS BUILT' LOCATIONS OF ALL BURIED
<br />12. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO APPLY FOR
<br />SLAB OR TOWER EXCEPT AS DESIGNATED.
<br />I RILITIE3, INCLUDING POWER, GROUNDING, ETC....
<br />S-3. STRUCTURAL PIPE COLUMNS SHALL COMPLY WITH ASTM A53. TYPE E OR
<br />COMMERCIAL POWER IMMEDIATELY UPON RECEIVING AWARD OF BID. THE
<br />S, GRADE B, Fyy - 36KSI. ALL WIDE RANGE SHAPES SHALL BE ASTM
<br />GENERA. CONTRACTOR IS REQUIRED TO KEEP ALL RECEIPTS FROM
<br />10. THE UTILITY NEUTRAL/GROUND BOND IS TO BE MADE IN THE
<br />I1. CONTRACTOR SHALL SECURE THE NECESSARY PERMITS FOR THIS PROTECT
<br />A992. GRADE 50. ALL STRUCTURAL SHAPES k PLATE SHALL COMPLY
<br />WITH ASTM A36
<br />THE POWER COMPANY ACKNOWLEDGING APPLICATION FOR POWER AND
<br />THOROUGH DOCUMENTATION OF ANY DISCUSSIONS WITH THE POWER
<br />METER OR MAIN DISCONNECT SWITCH, NOT IN ATS.
<br />FROM ALL APPLICABLE GOVERNMENT AGENCIES. CONTRACTOR SHALL BE
<br />FOR MOLDING BY ALL THE CONDITIONS AND REREMENTS OF
<br />QUI
<br />S-4. WELDING: AE DY P L WELDING IS TO BE BY WELDERS
<br />COMPANY THEREAFTER. ALSO, THE GENERA. CONTRACTOR S/WSHALLRESPONSIBLE
<br />RECEIVED IN WRITING FROM THE POWER COMPANY AS TO WHEN THE
<br />11. ALL EQUIPMENT SURFACES TO BE BONDED GROUNDING
<br />THE PERMITS.
<br />HOLDING CURRENT CERTIFICATE FROM A RECOGNIZED TESTING
<br />ANTICIPATED POWER CONNECTION WILL BE COMPLETE. IF COMMERCIAL
<br />AL PALM AND DIRT,
<br />SWILL BE VARIOUS METAD OFLS
<br />CONNECTIONS T
<br />14. TOWER AND TOWER FOUNDATIONS ARE SHOWN FOR ILLUSTRATIVE PURPOSES
<br />LABORATORY. ALL WELDS ARE TO BE PER A.W.S. CODE, LATEST EDIROI.
<br />POWER IS NOT AVAILABLE BY THE 'POWER COMPLETE' DATE AS
<br />USE A GALVMC OR CORROSIVE REACTION AREA SHALL
<br />NOT CAUSE
<br />ONLY.
<br />ALL WELDS SHALL BE 3/16- MINIMUM FILLET WELDS U.O.N. ELECTRODES
<br />CALLED OUT IN THE SPECIFICATIONS, A GENERATOR SHALL BE
<br />BE REPAINTED FOLLOWING BONDING.
<br />SHALT. BE E7OXX.
<br />SUPPLIED AND MAINTAINED BY THE GENERAL CONTRACTOR UNTIL
<br />15. CONTRACTOR SHALL VISIT THE PROJECT SITE TO NEW ALL CONDITIONS PRIOR
<br />S-5. THERE SHALL BE NO FIELD WELDING.
<br />COMMERCIAL 1S OBTAINED, ALL COSTS ASSOCIATED WITH THE
<br />GENERATOR WILL BE MUTUALLY AGREED UPON BETWEEN THE OWNER
<br />TO SUBMITTING BID. ANY CHANGES DURING CONS -RUCTION DUE TO AN
<br />AND GENERAL CONTRACTOR, IN THE EVENT THE GENERAL CONTRACTOR
<br />P
<br />EXISTING CONDITION, VISUALLY ASCERTAINABLE PR,R TO SUMMATING BID,
<br />CANNOT BE THE BASIS FOR A CHANGE ORDER.
<br />S-6. STRUCTURAL GROUT SHALL BE SHRINKAGE RESISTANCE NON -EXPANSIVE,
<br />FAILS TO TAKE THE NECESSARY MEASURES AS DESCRIBED HEREIN TO
<br />NONMETALLIC GROUT WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH
<br />SECURE POWER BY THE POWER COMPLETED DATE, THEN AL COSTS
<br />OF 5,GDO PSI WHEN TESTED IN ACCORDANCE WITH ASTM CODE C109.
<br />ASSOCIATED WITH THE GENERATOR SHALL BE BORNE BY THE
<br />16. COAT ALL SURFACES WITH NO-OX WHERE DISSIMILAR METALS CONTACT.
<br />FORMS SHALL BE PLACED AROUND BASE PLATE AND THE STRUCTURAL
<br />CONTRACTOR.
<br />GROAT SHALL BE POURED. NO DRY -DAMP PACKING.
<br />17. CONTRACTOR SHALL REMOVE ALL DEBRIS AND EMPTY COAX REELS FROM THE
<br />S-7. ANCHOR BOLTS AND AL -THREAD RODS SHALL COMPLY WITH ASTM
<br />SITE UPON COMPLETION OF THE PROJECT.
<br />A36, UNLESS OTHERWISE NOTED. ALL OTHER BOLTS AND NUTS SHALL
<br />COMPLY WITH TO ASTM A325. ALL DOLTS SHALL BE HOT -DIPPED
<br />GALVANIZED.
<br />S-8. ALL EXPOSED STEEL SHALL BE HOT -DIPPED GALVANIZED AFTER
<br />TERED
<br />8828FARPITE
<br />--
<br />FABRICATION PER ASTM A153 OR A123.
<br />T
<br />S-9. APPLY TWO COATS OF ZINC -RICH RUST-OLEUM 12165 PANT TO ALL
<br />.�"
<br />FIELD DRILLED HOLES AND CUTS. GRID -GUARD EPDXY /5465 COATING
<br />SHALL BE APPLIED TO AL AREAS WHERE GALVANIZED SURFACES NEED
<br />TO BE RECONDITIONED, INCLUDING ALL WELD AREAS.
<br />_
<br />RICHARD B. HALL
<br />STATE OF WASHNM
<br />A
<br />A
<br />H ' ` L L
<br />ARCHITECTURE
<br />4 O
<br />c l e a r w r e
<br />Both SW Am. Tower
<br />PHD
<br />PHD
<br />PHO
<br />PHD
<br />RBN
<br />RBN
<br />RE
<br />�BOTHELL. WA
<br />4
<br />03-03-06
<br />SUBMITTAL SET
<br />J
<br />11-01-05
<br />REVISED FINAL CONSTRUCTION DOCUMENTS
<br />North Creek Office Center
<br />ALTAIR
<br />WA-SN0201-A
<br />2
<br />10-14-05
<br />FINAL CONSTRUCTION DOCUMENTS
<br />EEC
<br />PHD
<br />RBH
<br />GENERAL NOTES
<br />19119 North Creek Parkway, Suite 105
<br />Cunt 1111111cB1100 Scnices, Inc.
<br />5808 LAKE WASHINGTON BLVD.
<br />709 BOTH SW
<br />1
<br />10-04-05
<br />PREUMINARY CONSTRUCTION DOCUMENTS
<br />PHD
<br />PHD
<br />RBH
<br />Bothell, WA 98011
<br />SUITE 500
<br />EVERE T, WA 98201
<br />NO.
<br />DATE
<br />REVISIONS
<br />BY
<br />CHK
<br />ARP'D
<br />DRAWING NUMBER
<br />REV
<br />ph: (425) 415-0746 fax: (425) 415-0799
<br />KIRKLAND. WA 98033
<br />SCALE: AS SHOWN I DESIGNED BY: PHD
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