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<br /> GENERAL NOTES
<br /> 1. THIS FACILITY IS EXEMPT FROM HANDICAP REQUIREMENTS PER 2016 INTERNATIONAL BUILDING CODE SECTION 1103.2.9.THIS FACILITY IS
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<br /> NON-OCCUPIABLE SPACE AND ENTERED ONLY BY SERVICE PERSONNEL.THIS SPACE IS NOT FOR HUMAN OCCUPANCY. 1 '04.'
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<br /> 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO SUBMITTING HIS BID.ANY DISCREPANCIES, ABBREVIATION DEFINITION ABBREVIATION DEFINITION ABBREVIATION DEFINITION S ® i �'n,
<br /> CONFLICTS OR OMISSIONS SHALL BE REPORTED TO THE ENGINEER PRIOR TO SUBMITTING BIDS,AND PROCEEDING WITH ANY WORK. _ is V',�J,v"
<br /> 3. THE CONTRACTOR SHALL NOTIFY ENGINEER OF ANY ERRORS,OMISSIONS,OR DISCREPANCIES AS THEY MAY BE DISCOVERED IN THE PLANS, A.B. ANCHOR BOLT FAB. FABRICATION(OR) PWR. POWER(CABINET) �t -,
<br /> SPECIFICATIONS,&NOTES PRIOR TO STARTING CONSTRUCTION.INCLUDING BUT NOT LIMITED BY DEMOLITION.THE CONTRACTOR SHALL BE ABV. ABOVE F.F. FINISH FLOOR QTY. QUANTITY
<br /> RESPONSIBLE FOR CORRECTING ANY ERRORS,OMISSION,OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN ACCA ANTENNA CABLE COVER ASSEMBLY F.G. FINISH GRADE RAD.(R) RADIUS
<br /> BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER AND SHALL INCUR ANY EXPENSES TO RECTIFY THE SITUATION.THE METHOD OF ADD'L ADDITIONAL FIN. FINISH(ED) REF. REFERENCE /
<br /> CORRECTION SHALL BE APPROVED BY THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT. - s_
<br /> A.F.F. ABOVE FINISHED FLOOR FLR. FLOOR REINF. REINFORCEMENT(ING)
<br /> A.F.G. ABOVE FINISHED GRADE FDN. FOUNDATION REQ'O. REQUIRED �� 'll
<br /> 4. PRIOR TO STARTING CONSTRUCTION,THE CONTRACTOR HAS THE RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES,WHETHER OR NOT �T
<br /> SHOWN ON THE PLANS,AND TO PROTECT THEM FROM DAMAGE.THE CONTRACTOR OR SUBCONTRACTOR SHALL BEAR THE EXPENSE OF ALUM. ALUMINUM F.O.C. FACE OF CONCRETE RCS. RIGID GALVANIZED STEEL ® �,�.
<br /> REPAIRING OR REPLACING ANY DAMAGE TO THE UTILITIES CAUSED DURING THE EXECUTION OF THE WORK.CONTACT USA DIG ALERT @ ALT. ALTERNATE F.O.M. FACE OF MASONRYTUDRRU. RADIOEREMOTE UNIT \r��
<br /> 800-227-2800 ANT. ANTENNA F.O.S. FACE OF STUD SCH. SCHEDULE81
<br /> APPRX. APPROXIMATE(LY) F.O.W. FACE OF WALL SHT. SHEET 0N�
<br /> 5. PRIOR TO STARTING CONSTRUCTION,THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING ARCH. ARCHITECT(URAL) F.S. FINISH SURFACE SIM, SIMILAR
<br /> CONSTRUCTION.ANY DAMAGE TO PROPOSED OR EXISTING SURFACES,STRUCTURES OR EQUIPMENT SHALL BE IMMEDIATELY REPAIRED OR AWG. AMERICAN WIRE GAUGE FT.(') FOOT(FEET) SPEC. SPECIFICATION(S)
<br /> REPLACED TO THE SATISFACTION OF THE PROPERTY OWNER.THE CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING BLDG. BUILDING FTG. FOOTING - SQ. SQUARE
<br /> ANY DAMAGED AREAS. BLK BLOCK G. GROWTH(CABINET) S.S. STAINLESS STEEL
<br /> BLKG. BLOCKING GA. GAUGE STD. STANDARD I EXPIRES II/Wig
<br /> 8. A COPY OF THE APPROVED PLANS SHALL BE KEPT IN A PLACE SPECIFIED BY THE GOVERNING AGENCY,AND BY LAW SHALL BE AVAILABLE FOR BM. BEAM GI. GALVANIZE(D) STL. STEEL
<br /> INSPECTION AT ALL TIMES.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL CONSTRUCTION SETS REFLECT THE SAME B.N. BOUNDARY NAILING G.F.I. GROUND FAULT CIRCUIT INTERRUPTER STRUC. STRUCTURAL IT IS AVIOIATKIN OF LAW FOR ANY PERSON.UNLESS THEY
<br /> INFORMATION AS THE APPROVED PLANS.THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS AT THE SITE FOR THE PURPOSE OF BTCW. BARE TINNED COPPER WIRE GLB.(GLU-LAM) GLUE LAMINATED BEAM TEMP. TEMPORARY ARE ACTING UNDER THE DIRECTION OF A LICENSED
<br /> DOCUMENTING ALL AS-BUILT CHANGES,REVISIONS,ADDENDA,OR CHANGE ORDERS.THE CONTRACTOR SHALL FORWARD THE B.O.F. BOTTOM OF FOOTING GPS GLOBAL POSITIONING SYSTEM THK. THICK(NESS) PROFESSIONAL ENGINEER.TO ALTER THIS DOCUMENT.
<br /> AS-BUILT/HIRED DRAWINGS TO THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT AT THE CONCLUSION OF THE PROJECT. B/U BACK-UP CABINET GRND. GROUND TMA TOWER MOUNTED AMPLIFIER
<br /> CAB. CABINET HDR. HEADER T.N. TOE NAIL
<br /> 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE WORK IS IN PROGRESS UNTIL THE JOB IS CANT. CANTILEVER(ED) HGR. HANGER T.O.A. TOP OF ANTENNA
<br /> COMPLETE. C.I.P. CAST IN PLACE IC
<br /> HEIGHT T.O.C. TOP OF CURB T Mobile••
<br /> CLG. CEILING ICGB. ISOLATED COPPER GROUND BUS T.O.F. TOP OF FOUNDATION
<br /> 8. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY POWER,WATER,AND TOILET FACILITIES AS REQUIRED BY THE PROPERTY CLR. CLEAR IN.(") INCH(ES) T.O.P. TOP OF PLATE(PARAPET)
<br /> OWNER OR GOVERNING AGENCY. COL. COLUMN INT, INTERIOR T.O.S. TOP OF STEEL
<br /> CONC. CONCRETE LB.(#) POUND(S) T.O.W. TOP OF WALL
<br /> 9. ALL CONSTRUCTION THROUGH THE PROJECT SHALL CONFORM TO THE LATEST I.B.C.AND ALL OTHER GOVERNING CODES,INCLUDING THE CONN. CONNECTION(OR) L.B. LAG BOLTS TYP. TYPICAL 19807 NORTH CREEK PARKWAY NORTH.
<br /> THE MOST RESTRICTIVE CODE SHALL GOVERN. CONST. CONSTRUCTION L.F. LINEAR FEET(FOOT) U.G. UNDER GROUND BOTHELL,WA 98011
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<br /> 10. THE CONTRACTOR AND SUBCONTRACTOR SHALL COMPLY WITH ALL LOCAL AND STATE REGULATIONS INCLUDING ALL OSHA REQUIREMENTS. CONT. CONTINUOUS M LONGITUDINAL) U.L. UNDERWRITERS LABORATORY
<br /> d PENNY(NAILS) MAS. MASONRY U.N.O. UNLESS NOTED OTHERWISE
<br /> 11. WHEN REQUIRED STORAGE OF MATERIALS OCCURS,THEY SHALL BE EVENLY DISTRIBUTED OVER THE FLOOR OR ROOF SO AS NOT TO DBL. DOUBLE MAX. MAXIMUM V.I.F. VERIFY IN FIELD
<br /> EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE.TEMPORARY SHORING OR BRACING SHALL BE PROVIDED WHERE THE STRUCTURE DEPT. DOUGLAS FIRNT M.B. MACHINEBOLTW WIDE(WIDTH)
<br /> OR SOIL HAS NOT ATTAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT. D.F. DOUGLAS MECH. MECHANICAL W/ WITH D. Technology Associates
<br /> DIA. DIAMETER MFR. MANUFACTURER WWOOD
<br /> 12. THE CONTRACTOR SHALL SUPERVISE AND COORDINATE ALL WORK,USING HIS PROFESSIONAL KNOWLEDGE AND SKILLS.HE IS SOLELY DIAG. DIAGONAL MIN. MINIMUM W.P. WEATHERPROOF
<br /> RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS,TECHNIQUES,PROCEDURES AND SEQUENCING AND COORDINATING ALL DIM. DIMENSION MISC. MISCELLANEOUS WT. WEIGHT
<br /> PORTIONS OF THE WORK UNDER THE PROJECT. DWG. DRAWING(S) MTD. METAL CENTERLINE PNW MARKET OFFICE
<br /> DWL. DOWEL(S) (N) NEW re
<br /> 13. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR ALL PERMITS,LICENSES AND INSPECTIONS WITH RESPECT TO THE EA. EACH NO.(#) NUMBER PLATE 650 SOUTH ORCAS STREET,STE.R-103
<br /> WORK TO COMPLETE THE PROJECT.BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR AUTHORIZED AGENT.CONTRACTOR EL. ELEVATION N.T.S. NOT TO SCALE SEATTLE,WA 98108
<br /> SHALL OBTAIN THE PERMIT AND MAKE FINAL PAYMENT OF SAID DOCUMENT. ELEC. ELECTRICAL O.C. ON CENTER
<br /> ELEV. ELEVATOR OPNG. OPENING
<br /> 14. ALL DIMENSIONS TAKE PRECEDENCE OVER SCALE.DRAWINGS ARE NOT TO BE SCALED UNDER ANY CIRCUMSTANCES. EMT. ELECTRICAL METALLIC TUBING /C PRECAST CONCRETE
<br /> E.N. EDGE NAIL CS PERSONAL COMMUNICATION SERVICES
<br /> 15. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING,BACKING,FRAMING,HANGERS OR SUPPORTS FOR INSTALLATION OF ITEMS ENG. ENGINEER LY. PLYWOOD
<br /> INDICATED ON THE DRAWINGS. EQ. EQUAL PC POWER PROTECTION CABINET T®ChnOlOgy Associates
<br /> EXP. EXPANSION RC PRIMARY RADIO CABINET
<br /> 18. THE CONTRACTOR SHALL PROVIDE THE FIRE MARSHALL OR U.L APPROVED MATERIALS TO FILUSEAL PENETRATIONS THROUGH FIRE RATED EXST.(E) EXISTING .S.F. POUNDS PER SQUARE FOOT
<br /> ASSEMBLIES. EXT. EXTERIOR .S.1. POUNDS PER SQUARE INCH
<br /> 17. PROPOSED CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL BE MATCHED IN FORM,TEXTURE,MATERIAL AND PAINT COLOR .T. PRESSURE TREATED ARCHITECTURE&ENGINEERING
<br /> EXCEPT AS NOTED IN THE PLANS. 2851 CAMINO DEL RIO SOUTH,STE.200
<br /> SAN DIEGO,CA 92108
<br /> 18. THE CONTRACTOR IS TO PROVIDE PORTABLE FIRE EXTINGUISHERS HAVING A MINIMUM DA:10-B:C RATING WITHIN 75FT.OF TRAVEL TO ALL Q
<br /> PORTIONS N THENAL BUIL CONSTRUCTION DE 00 ABBREVIATIONS 1
<br /> (20151NTERNATIONALBRILDING CODE 908.1.1 AND SECTION 908.3.1)
<br /> 19. MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AVAILABLE AS REQUIRED BY THE LOCAL GOVERNING AGENCY RESPONSIBLE FOR
<br /> APPROVING THE RESULTS.
<br /> 20. ALL GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY Q NEW ANTENNA OX GRID REFERENCE
<br /> SHOWN OTHERWISE.
<br /> 41% 0 05114/2018 1700-CMP44X2100%CD MGM
<br /> 21. ALL DEBRIS AND REFUSE IS TO BE REMOVED FROM THE PROJECT.PREMISES SHALL BE LEFT IN A CLEAN BROOM FINISHED CONDITION AT ALL AA EXISTING ANTENNA REFERENCE -
<br /> TIMES. ® A 0409/2018 L700-CMP4-4X290%C0 MGM
<br /> -
<br /> 22. BUILDING INSPECTORS AND/OR OTHER BUILDING OFFICIALS ARE TO BE NOTIFIED PRIOR TO ANY GRADING AND CONSTRUCTION EFFORT AS © A 02/21/2018 ISSUED FOR 75%CD REVIEW CMB
<br /> MANDATED BY THE GOVERNING AGENCY. ® GROUND ROD ® REV
<br /> REFERENCE
<br /> REV DATE DESCRIPTION BY
<br /> 23. ALL SYMBOLS AND ABBREVIATIONS ARE CONSIDERED CONSTRUCTION INDUSTRY STANDARDS.IF A CONTRACTOR HAS A QUESTION
<br /> REGARDING THEIR EXACT MEANING THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT SHALL BE NOTIFIED FOR 'rr GROUND BUS BARSECTION REFERENCE
<br /> CLARIFICATIONS. SE01688A
<br /> 24. SITE CONTRACTOR TO CALL DIG ALERT(1.800.227-2600)TO LOCATE ANY AND ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. • MECHANICAL GOND.CONN. 1,,,-,-,""-�•
<br /> •' "�- *'"V GROUT OR PLASTER
<br /> W 25. ALL FACILITIES TO BE INSTALLED ARE UNMANNED.NO(E)PARKING SPACES WILL BE USED OR REMOVED BY THIS PROJECT. I I (E)BRICK
<br /> V 28. PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS,THE APPLICANT SHALL INCORPORATE ANY CONSTRUCTION BEST MANAGEMENT • CADWELD EVERETT MALL
<br /> F PRACTICES NECESSARY TO COMPLY WITH THE CITY'S MUNICIPAL CODES INTO THE CONSTRUCTION PLANS OR SPECIFICATIONS.
<br /> x 27. PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS,THE APPLICANT SHALL SUBMIT A WATER POLLUTION CONTROL PLAN WPCP).THE (E)MASONRY PARK
<br /> W WPCP SHALL BE PREPARED IN ACCORDANCE WITH THE GUIDELINES IN APPENDIX E OF THE CITY'S STORM WATER STANDARDS. U GROUND ACCESS WELL
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<br /> 0 28. THIS PROJECT PROPOSES NO DEVELOPMENT IMPROVEMENTS OUTSIDE THE EXISTING BUILDING FOOTPRINT FOR THIS DISCRETIONARY �. I CONCRETE
<br /> ]]]] REVIEW AND THEREFORE DOES NOT REQUIRE ANY PERMANENT STORM WATER BEST MANAGEMENT PRACTICES. Q ELECTRIC BOX ��_� 906 SE EVERETT MALL WAY
<br /> ,Z„ 20. THIS IS ROOFTOP INSTALLATION ON AN EXISTING FACILITY AND NO GROUND DISTURBANCE OR TRENCHING IS PROPOSED BY THIS PROJECT. HI �'�ITfal4 EARTH
<br /> O 30. THIS PROJECT PROPOSES NO WORK WITHIN THE PUBLIC RIGHT-OF-WAY. IT TELEPHONE BOX EVERETT,WA 98208
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<br /> O °on°°coaua°VJ GRAVEL
<br /> ° STORM WATER QUALITY NOTES CONSTRUCTION BMPS: LIc 1r POLE ROOFTOP
<br /> [inti,i iin i2,1 PLYWOOD
<br /> THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE STATE PERMIT.
<br /> 2 0 AND.MONUMENT
<br /> G NOTES 1.8 BELOW REPRESENT KEY MINIMUM REQUIREMENTS FOR CONSTRUCTION BMP'S.
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<br /> 1. SUFFICIENT BMPS MUST BE INSTALLED TO PREVENT SILT,MUD OR OTHER CONSTRUCTION DEBRIS FROM BEING TRACKED INTO THE ADJACENT STREET(S)OR STORM Y SPOT ELEVATION 1. 1 WOOD CONT.
<br /> I• WATER CONVEYANCE SYSTEMS DUE TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACTIVITY.THE CONTRACTOR SHALL BE RESPONSIBLE FOR
<br /> oCLEANING ANY SUCH DEBRIS THAT MAY BE IN THE STREET AT THE END OF EACH WORK DAY OR AFTER A STORM EVENT THAT CAUSES A BREECH IN THE INSTALLED .\
<br /> CONSTRUCTION BMPS. (� WOOD BLOCKING
<br /> 8 ® SET POINT Esc
<br /> o` 2.AL STOCK PILES OF UN-COMPACTED SOIL AND/OR BUILDING MATERIALS THAT ARE INTENDED TO BE LEFT UNPROTECTED FOR A PERIOD GREATER THAN SEVEN
<br /> C CALENDAR DAYS ARE TO BE PROVIDED WITH EROSION AND SEDIMENT CONTROLS,SUCH SOIL MUST BE PROTECTED EACH DAY WHEN THE PROBABILITY OF RAIN IS 40% STEEL 1_,. )
<br /> OR GREATER. L??
<br /> /�, REVISION
<br /> N -T/E - OVERHEAD SERVICE
<br /> 3. A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS WHICH PROPOSE THE CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS THAT ARE TO BE POURED IN CONDUCTORS
<br /> a0i PLACE ON THE SITE.
<br /> aA COAXIAL CABLE
<br /> CENTERLINE 1
<br /> 4. ALL EROSION/SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED IN WORKING ORDER AT ALL TIMES. F FIBER
<br /> 34 5. ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY MUST BE PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES - - • PROPERTY/LEASE LINE TIMES. --- - POWER AND FIBER JURISDICTION APPROVAL STAMP
<br /> k 8. THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST BE PROTECTED AGAINST ANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT. X CHAIN LINK FENCING DEPARTMENT FOR LAND USE
<br /> DEPARTMENT FOR BUILDING 8 CONSTRUCTION
<br /> m MATCH LINE 0 0 0 WOOD FENCE
<br /> D. -..-N - OVERHEAD POWER LINE SHEET TITLE
<br /> i GENERAL FIRE NOTES:
<br /> WORK POINT NOTES &
<br /> I• LISP BURIED POWER LINE
<br /> LL
<br /> O 1. BUILDINGS UNDERGOING CONSTRUCTION,ALTERATION,OR DEMOLITION SHALL BE IN ACCORDANCE WITH 20151NTERNATIONAL BUILDING CODE AND ALL LEGEND
<br /> ,B� GOVERNINGG GROUND CONDUCTOR
<br /> CODES. 1T 6OVERHEAD TELEPHONE LINE
<br /> j 2. ADDRESS SHALL BE PROVIDED FOR ALL PROPOSED AND EXISTING BUILDINGS IN A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR -UG/T- BURIED TELEPHONE LINE
<br /> 4 ROAD FRONTING THE PROPERTY.(2015INTERNATIONAL BUILDING CODE 501.2) -V-V BURIED WATER LINE SHEET NUMBER
<br /> __ T TELEPHONE CONDUIT
<br /> O 3. DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT CONDITION.(2015 INTERNATIONAL BUILDING CODE 808.1)
<br /> o4. PORTABLE FIRE EXTINGUISHERS AT LEAST ONE FIRE EXTINGUISHER WITH A MINIMUM RATING OF 2-A-10B:C SHALL BE PROVIDED WITHIN 75 FEET MAXIMUM E ELECTRICAL CONDUIT SS BURIED SANITARY SEWER
<br /> F TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR.)201S INTERNATIONAL BUILDING CODE 906.1.1 AND SECTION 008.3.1) (POWER) SD BURIED STORM DRAIN
<br /> .2 Ili
<br /> GENERAL NOTES 4 LEGEND 3 NOT USED 2
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