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GENERALNOTES <br />1. THIS FACILITY IS EXEMPT FROM HANDICAP REQUIREMENTS PER 2015 INTERNATIONAL BUILDING CODE SECTION 1103.2.9. THIS FACILITY IS <br />NON -OCCUPIABLE SPACE AND ENTERED ONLY BY SERVICE PERSONNEL. THIS SPACE IS NOT FOR HUMAN OCCUPANCY. <br />2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO SUBMITTING HIS BID. ANY DISCREPANCIES, <br />CONFLICTS OR OMISSIONS SHALL BE REPORTED TO THE ENGINEER PRIOR TO SUBMITTING BIDS, AND PROCEEDING WITH ANY WORK <br />3. THE CONTRACTOR SHALL NOTIFY ENGINEER OF ANY ERRORS,OMISSIONS, OR DISCREPANCIES AS THEY MAY BE DISCOVERED IN THE PLANS, <br />SPECIFICATIONS, & NOTES PRIOR TO STARTING CONSTRUCTION. INCLUDING BUT NOT UMITED BY DEMOLITION. THE CONTRACTOR SHALL BE <br />RESPONSIBLE FOR CORRECTING ANY ERRORS, OMISSION, OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN <br />BROUGHT TO THE ATTENTION OF THE ARCHITECTIENGINEER AND SHALL INCUR ANY EXPENSES TO RECTIFY THE SITUATION. THE METHOD OF <br />CORRECTION SHALL BE APPROVED BY THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT. <br />4. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR HAS THE RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES, WHETHER OR NOT <br />SHOWN ON THE PLANS, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR OR SUBCONTRACTOR SHALL BEAR THE EXPENSE OF <br />REPAIRING OR REPLACING ANY DAMAGE TO THE UTILITIES CAUSED DURING THE EXECUTION OF THE WORK CONTACT USA DIG ALERT (d <br />800-227-2800 <br />S. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING <br />CONSTRUCTION. ANY DAMAGE TO PROPOSED OR EXISTING SURFACES, STRUCTURES OR EQUIPMENT SHALL BE IMMEDIATELY REPAIRED OR <br />REPLACED TO THE SATISFACTION OF THE PROPERTY OWNER. THE CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING <br />ANY DAMAGED AREAS. <br />6. A COPY OF THE APPROVED PLANS SHALL BE KEPT IN A PLACE SPECIFIED BY THE GOVERNING AGENCY, AND BY LAW SHALL BE AVAILABLE FOR <br />INSPECTION AT ALL TIMES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL CONSTRUCTION SETS REFLECT THE SAME <br />INFORMATION AS THE APPROVED PLANS. THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS AT THE SITE FOR THE PURPOSE OF <br />DOCUMENTING ALL AS -BUILT CHANGES, REVISIONS, ADDENDA, OR CHANGE ORDERS. THE CONTRACTOR SHALL FORWARD THE <br />AS-SUILTIHIRED DRAWINGS TO THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT AT THE CONCLUSION OF THE PROJECT. <br />7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE WORK IS IN PROGRESS UNTIL THE JOB IS <br />COMPLETE. <br />8. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY POWER,WATER, AND TOILET FACIUTIES AS REQUIRED BY THE PROPERTY <br />OWNER OR GOVERNING AGENCY. <br />9. ALL CONSTRUCTION THROUGH THE PROJECT SHALL CONFORM TO THE LATEST I.B.C. AND ALL OTHER GOVERNING CODES, INCLUDING THE <br />THE MOST RESTRICTIVE CODE SHALL GOVERN. <br />10. THE CONTRACTOR AND SUBCONTRACTOR SHALL COMPLY WITH ALL LOCAL AND STATE REGULATIONS INCLUDING ALL OSHA REQUIREMENTS. <br />11. WHEN REQUIRED STORAGE OF MATERIALS OCCURS, THEY SHALL BE EVENLY DISTRIBUTED OVER THE FLOOR OR ROOF SO AS NOT TO <br />EXCEED THE DESIGNED UVE LOADS FOR THE STRUCTURE. TEMPORARY SHORING OR BRACING SHALL BE PROVIDED WHERE THE STRUCTURE <br />OR SOIL HAS NOT ATTAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT. <br />12. THE CONTRACTOR SHALL SUPERVISE AND COORDINATE ALL WORK, USING HIS PROFESSIONAL KNOWLEDGE AND SKILLS. HE IS SOLELY <br />RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES AND SEQUENCING AND COORDINATING ALL <br />PORTIONS OF THE WORK UNDER THE PROJECT. <br />13. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR ALL PERMITS, LICENSES AND INSPECTIONS WITH RESPECT TO THE <br />WORK TO COMPLETE THE PROJECT. BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR AUTHORIZED AGENT. CONTRACTOR <br />SHALL OBTAIN THE PERMIT AND MAKE FINAL PAYMENT OF SAID DOCUMENT. <br />14. ALL DIMENSIONS TAKE PRECEDENCE OVER SCALE. DRAWINGS ARE NOT TO BE SCALED UNDER ANY CIRCUMSTANCES. <br />15. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS OR SUPPORTS FOR INSTALLATION OF ITEMS <br />INDICATED ON THE DRAWINGS. <br />16. THE CONTRACTOR SHALL PROVIDE THE FIRE MARSHALL OR U.L APPROVED MATERIALS TO FILUSEAL PENETRATIONS THROUGH FIRE RATED <br />ASSEMBLIES. <br />17. PROPOSED CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL BE MATCHED IN FORM, TEXTURE, MATERIAL AND PAINT COLOR <br />EXCEPT AS NOTED IN THE PLANS. <br />18. THE CONTRACTOR IS TO PROVIDE PORTABLE FIRE EXTINGUISHERS HAVING MINIMUM 2A:10-B:C RATING WITHIN 75FT. OF TRAVEL TO ALL <br />PORTIONS OF THE CONSTRUCTION AREA. <br />(20151NTERNATIONAL BUILDING CODE 906.1.1 AND SECTION 906.3.1) <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 <br />SHOWN OTHERWISE. <br />21. ALL DEBRIS AND REFUSE ISTO BE REMOVED FROM THE PROJECT. PREMISES SHALL BE LEFT IN A CLEAN BROOM FINISHED CONDITION AT ALL <br />TIMES. <br />22. BUILDING INSPECTORS ANDIOR OTHER BUILDING OFFICIALS ARE TO BE NOTIFIED PRIOR TO ANY GRADING AND CONSTRUCTION EFFORT AS <br />MANDATED BY THE GOVERNING AGENCY. <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 <br />CLARIFICATIONS. <br />24. SITE CONTRACTOR TO CALL DIG ALERT(1-800-227-2600) TO LOCATE ANY AND ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. <br />25. ALL FACILITIES TO BE INSTALLED ARE UNMANNED. NO (E) PARKING SPACES WILL BE USED OR REMOVED BY THIS PROJECT. <br />26. PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS, THE APPLICANT SHALL INCORPORATE ANY CONSTRUCTION BEST MANAGEMENT <br />PRACTICES NECESSARY TO COMPLY WITH THE CITY'S MUNICIPAL CODES INTO THE CONSTRUCTION PLANS OR SPECIFICATIONS. <br />27. PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS, THE APPLICANT SHALL SUBMIT A WATER POLLUTION CONTROL PLAN WPCP). THE <br />WPCP SHALL BE PREPARED IN ACCORDANCE WITH THE GUIDELINES IN APPENDIX E OF THE CITY'S STORM WATER STANDARDS. <br />28. THIS PROJECT PROPOSES NO DEVELOPMENT IMPROVEMENTS OUTSIDE THE EXISTING BUILDING FOOTPRINT FOR THIS DISCRETIONARY <br />REVIEW AND THEREFORE DOES NOT REQUIRE ANY PERMANENT STORM WATER BEST MANAGEMENT PRACTICES. <br />29. THIS IS ROOFTOP INSTALLATION ON AN EXISTING FACIUTY AND NO GROUND DISTURBANCE OR TRENCHING IS PROPOSED BY THIS PROJECT. <br />30. THIS PROJECT PROPOSES NO WORK WITHIN THE PUBLIC RIGHT-OF-WAY. ' <br />STORM WATER QUALITY NOTES CONSTRUCTION BMPS: <br />THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE STATE PERMIT. <br />NOTES 1-6 BELOW REPRESENT KEY MINIMUM REQUIREMENTS FOR CONSTRUCTION BMPS. <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 <br />WATER CONVEYANCE SYSTEMS DUE TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR <br />CLEANING 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. <br />2. ALL STOCK PILES OF UN -COMPACTED SOIL AND/OR BUILDING MATERIALS THAT ARE INTENDED TO BE LEFT UNPROTECTED FORA PERIOD GREATER THAN SEVEN <br />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% <br />OR GREATER. <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 <br />PLACE ON THE SITE. <br />4. ALL EROSION/SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED IN WORKING ORDER AT ALL TIMES. <br />5. ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY MUST BE PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES. <br />6. THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST BE PROTECTED AGAINST ANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT. <br />GENERAL FIRE NOTES: <br />1. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION. OR DEMOLITION SHALL BE IN ACCORDANCE WITH 2O15 INTERNATIONAL BUILDING CODE AND ALL <br />GOVERNING CODES. <br />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 <br />ROAD FRONTING THE PROPERTY.(2015 INTERNATIONAL BUILDING CODE 501.2) <br />3. DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT CONDITION.(2015 INTERNATIONAL BUILDING CODE 806.1) <br />4. PORTABLE FIRE EXTINGUISHERS: AT LEAST ONE FIRE EXTINGUISHER WITH A MINIMUM RATING OF 2-A-10B:C SHALL BE PROVIDED WITHIN 75 FEET MAXIMUM <br />TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR.(2015 INTERNATIONAL BUILDING CODE 906.1.1 AND SECTION 906.3.1) <br />GENERAL NOTES <br />ABBREVIATION <br />DEFINITION <br />ABBREVIATION <br />DEFINITION <br />ABBREVIATION <br />DEFINITION <br />AB. <br />ANCHOR BOLT <br />FAB. <br />FABRICATION(OR) <br />PWR. <br />POWER (CABINET) <br />ABV. <br />ABOVE <br />F.F. <br />FINISH FLOOR <br />QTY. <br />QUANTITY <br />ACCA <br />ANTENNA CABLE COVER ASSEMBLY <br />F.G. <br />FINISH GRADE <br />RAD.(R) <br />RADIUS <br />ADD'L <br />ADDITIONAL <br />FIN. <br />FINISHED) <br />REF. <br />REFERENCE <br />A.F.F. <br />ABOVE FINISHED FLOOR <br />FLR. <br />FLOOR <br />REINF. <br />REINFORCEMENT(ING) <br />A.F.G. <br />ABOVE FINISHED GRADE <br />PON. <br />FOUNDATION <br />REQ'D. <br />REQUIRED <br />ALUM. <br />ALUMINUM <br />F.O.C. <br />FACE OF CONCRETE <br />RGS, <br />RIGID GALVANIZED STEEL <br />ALT. <br />ALTERNATE <br />F.O.M. <br />FACE OF MASONRY <br />RRU. <br />RADIO REMOTE UNIT <br />ANT. <br />ANTENNA <br />F.O.S. <br />FACE OF STUD <br />SCH. <br />SCHEDULE <br />APPRX. <br />APPROXIMATELY) <br />F.O.W. <br />FACE OF WALL <br />SHT. <br />SHEET <br />ARCH. <br />ARCHITECT(URAL) <br />F.S. <br />FINISH SURFACE <br />SIM. <br />SIMILAR <br />AWG. <br />AMERICAN WIRE GAUGE <br />FT.(') <br />FOOT(FEET) <br />SPEC. <br />SPECIFICATION(S) <br />BLDG. <br />BUILDING <br />FTG. <br />FOOTING <br />SQ. <br />SQUARE <br />BLK <br />BLOCK <br />G. <br />GROWTH (CABINET) <br />S.S. <br />STAINLESS STEEL <br />BLKG. <br />BLOCKING <br />GA <br />GAUGE <br />STD. <br />STANDARD <br />BM. <br />BEAM <br />GI. <br />GALVANIZE(D) <br />STL <br />STEEL <br />B.N. <br />BOUNDARY NAILING <br />G.F.I. <br />GROUND FAULT CIRCUIT INTERRUPTER <br />STRUC. <br />STRUCTURAL <br />BTCW. <br />BARE TINNED COPPER WIRE <br />GLB.(GLU-LAM) <br />GLUE LAMINATED BEAM <br />TEMP. <br />TEMPORARY <br />B.O.F. <br />BOTTOM OF FOOTING <br />GPS <br />GLOBAL POSITIONING SYSTEM <br />THK. <br />THICK(NESS) <br />BAJ <br />BACK-UP CABINET <br />GRND. <br />GROUND <br />TMA <br />TOWER MOUNTED AMPLIFIER <br />CAB. <br />CABINET <br />HDR. <br />HEADER <br />T.N. <br />TOE NAIL <br />CANT. <br />CANTILEVER(ED) <br />HGR. <br />HANGER <br />T.O.A. <br />TOP OF ANTENNA <br />C.I.P. <br />CAST IN PLACE <br />HT. <br />HEIGHT <br />T.O.C. <br />TOP OF CURB <br />CLG. <br />CEILING <br />ICGB. <br />ISOLATED COPPER GROUND BUS <br />T.O.F. <br />TOP OF FOUNDATION <br />CLR. <br />CLEAR <br />IN.(") <br />INCH(ES) <br />T.O.P. <br />TOP OF PLATE (PARAPET) <br />COL <br />COLUMN <br />INT. <br />INTERIOR <br />T.O.S. <br />TOP OF STEEL <br />CONC. <br />CONCRETE <br />LB.(#) <br />POUND(S) <br />T.O.W. <br />TOP OF WALL <br />CONN. <br />CONNECTION(OR) <br />LB. <br />LAG BOLTS <br />TYR <br />TYPICAL <br />CONST. <br />CONSTRUCTION <br />L.F. <br />LINEAR FEET (FOOT) <br />U.G. <br />UNDER GROUND <br />CONT. <br />CONTINUOUS <br />L <br />LONG(ITUDINAL) <br />U.L <br />UNDERWRITERS LABORATORY <br />d <br />PENNY (NAILS) <br />MAS. <br />MASONRY <br />U.N.O. <br />UNLESS NOTED OTHERWISE <br />DBL. <br />DOUBLE <br />MAX. <br />MAXIMUM <br />V.I.F. <br />VERIFY IN FIELD <br />DEPT. <br />DEPARTMENT <br />M.B. <br />MACHINE BOLT <br />W <br />WIDE(WIDTH) <br />D.F. <br />DOUGLAS FIR <br />MECH. <br />MECHANICAL <br />W/ <br />WITH <br />DIA <br />DIAMETER <br />MFR. <br />MANUFACTURER <br />WD. <br />WOOD <br />DAG. <br />DI <br />DAGONAL <br />I <br />MN. <br />MINIMUM <br />W.P. <br />WEATHERPROOF <br />DIM. <br />DMENSION <br />MSC. <br />MISCELLANEOUS <br />WT. <br />WEIGHT <br />DWG. <br />DRAWING(S) <br />MTL <br />METAL <br />Q <br />CENTERLINE <br />DWL. <br />EA <br />DOWEL(S) <br />EACH <br />(N)) <br />M.(#) <br />NEW <br />NUMBER <br />IQ <br />PLATE <br />EL <br />ELEVATION <br />N.T.S. <br />NOT TO SCALE <br />ELEC. <br />ELECTRICAL <br />O.C. <br />ON CENTER <br />ELEV. <br />ELEVATOR <br />OPNG. <br />OPENING <br />EMT. <br />ELECTRICAL METALLIC TUBING <br />P/C <br />PRECAST CONCRETE <br />E.N. <br />EDGE NAIL <br />PCs <br />PERSONAL COMMUNICATION SERVICES <br />ENG. <br />ENGINEER <br />PLY. <br />PLYWOOD <br />EQ. <br />EQUAL <br />PPC <br />POWER PROTECTION CABINET <br />EXP. <br />EXPANSION <br />PRC <br />PRIMARY RADIO CABINET <br />EXST.(E) <br />EXISTING <br />P.S.F. <br />POUNDS PER SQUARE FOOT <br />EXT. <br />EXTERIOR <br />P.S.I. <br />P.T. <br />POUNDS PER SQUARE INCH <br />PRESSURE TREATED <br />I ABBREVIATIONS 1 1 1 <br />NEW ANTENNA <br />OX GRID REFERENCE <br />EXISTING ANTENNA <br />Xx DETAIL REFERENCE <br />® <br />GROUND ROD <br />wX ELEVATION REFERENCE <br />LANDLORD SIGNATURE <br />T' <br />GROUND BUS BAR <br />X SECTION REFERENCE <br />X-X <br />23 GROUT OR PLASTER <br />• <br />MECHANICAL GRND. 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UNLESS THEY <br />ARE ACTING UNDER THE DIRECTION OFA LICENSED <br />PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. <br />T • •Mobile®N <br />19807 NORTH CREEK PARKWAY NORTH <br />BOTHELL, WA 98011 <br />Technology Associates <br />PNW MARKET OFFICE <br />9725 3RD AVENUE NE, STE. 410 <br />SEATTLE, WA 98115 <br />Technology Associates <br />ARCHITECTURE & ENGINEERING <br />2667 CAMINO DEL RIO SOUTH, STE. 205 <br />SAN DIEGO, CA 92103 <br />iQ <br />01MM021 <br />JXCORRECTIONS <br />MGM <br />0 <br />10/192U20 <br />10(rA ANCHOR CD <br />MGM <br />A <br />09/17= <br />ISSUED FOR 90%CD REVIEW <br />EL <br />REV <br />DATE <br />DESCRIPTION <br />BY <br />SE01845A <br />CASCADE HIGH <br />SCHOOL N. <br />WATERTANK <br />7410 OLYMPIC DRIVE <br />EVERETT, WA 98203 <br />WATERTANK <br />JURISDICTION APPROVALSTAMP <br />DEPARTMENT FOR LAND USE <br />DEPARTMENT FOR BUILDING & CONSTRUCTION <br />SHEET TITLE <br />NOTES & <br />LEGEND <br />SHEET NUMBER <br />T=2 <br />2/\v-\ <br />