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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 BI D. ANY DISCREPANCIES,
<br />ABBREVIATION DEFINITION ABBREVIATION DEFINITION
<br />ABBREVIATION
<br />DEFINITION
<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 />A.B.
<br />ANCHOR BOLT FAB.
<br />FABRICATION(OR)
<br />PWR
<br />POWER (CABINET)
<br />SPECIFICATIONS, & NOTES PRIOR TO STARTING CONSTRUCTION. INCLUDING BUT NOT LIMITED BY DEMOLITION. THE CONTRACTOR SHALL BE
<br />ABV.
<br />ABOVE F.F.
<br />FINISH FLOOR
<br />QTY.
<br />QUANTITY
<br />RESPONSIBLE FOR CORRECTING ANY ERRORS, OMISSION, OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN
<br />ACCA
<br />ANTENNA CABLE COVER ASSEMBLY F.G.
<br />FINISH GRADE
<br />RAD.(R)
<br />RADIUS
<br />BROUGHT TO THE ATTENTION OF THE ARCHITECTIENGINEER AND SHALL INCUR ANY EXPENSES TO RECTIFY THE SITUATION. THE METHOD OF
<br />ADUL
<br />ADDITIONAL FIN.
<br />FINISHED)
<br />REF.
<br />REFERENCE
<br />CORRECTION SHALL BE APPROVED BY THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT.
<br />AF.F.
<br />ABOVE FINISHED FLOOR FUR.
<br />FLOOR
<br />REINF.
<br />REINFORCEMENT(ING)
<br />4. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR HAS THE RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES, WHETHER OR NOT
<br />A.F.G.
<br />ALUM.
<br />ABOVE FINISHED GRADE FDN.
<br />ALUMINUM F.O.C.
<br />FOUNDATION
<br />FACE OF CONCRETE
<br />REQ'D.
<br />RGS.
<br />REQUIRED
<br />RIGID GALVANIZED STEEL
<br />SHOWN ON THE PLANS, AND TO PROTECT THEM FROM DAMAGE, THE CONTRACTOR OR SUBCONTRACTOR SHALL BEAR THE EXPENSE OF
<br />ALT.
<br />ALTERNATE F.O.M.
<br />FACE OF MASONRY
<br />RRU.
<br />RADIO REMOTE UNIT
<br />REPAIRING OR REPLACING ANY DAMAGE TO THE UTILITIES CAUSED DURING THE EXECUTION OF THE WORK CONTACT USA DIG ALERT @
<br />ANT.
<br />ANTENNA F.O.S.
<br />FACE OF STUD
<br />SCH.
<br />SCHEDULE
<br />800-227-2600
<br />APPRX.
<br />APPROXIMATE(LY) F.O.W.
<br />FACE OF WALL
<br />SHT.
<br />SHEET
<br />5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING
<br />ARCH.
<br />AWG.
<br />ARCHITECT(URAL) F.S.
<br />AMER CAN WIRE GAUGE FT.(')
<br />FINISH SURFACE
<br />FOOT(FEET)
<br />SIM.
<br />SPEC.
<br />SIMILAR
<br />SPECIFICATION(S)
<br />CONSTRUCTION. ANY DAMAGE TO PROPOSED OR EXISTING SURFACES, STRUCTURES OR EQUIPMENT SHALL BE IMMEDIATELY REPAIRED OR
<br />BLDG.
<br />BUILDING FTG.
<br />FOOTING
<br />SQ.
<br />SQUARE
<br />REPLACED TO THE SATISFACTION OF THE PROPERTY OWNER. THE CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING
<br />BLK.
<br />BLOCK G.
<br />GROWTH (CABINET)
<br />S.S.
<br />STAINLESS STEEL
<br />ANY DAMAGED AREAS.
<br />BLKG.
<br />BLOCKING GA
<br />GAUGE
<br />STD.
<br />STANDARD
<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 />BM.
<br />BEAM GI.
<br />GALVANIZED)
<br />STL.
<br />STEEL
<br />INSPECTION AT ALL TIMES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL CONSTRUCTION SETS REFLECT THE SAME
<br />B.N.
<br />BOUNDARY NAILING G.F.I.
<br />GROUND FAULT CIRCUIT INTERRUPTER
<br />STRUC.
<br />STRUCTURAL
<br />NFORMATION AS THE APPROVED PLANS. THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS AT THE SITE FOR THE PURPOSE OF
<br />BTCW.
<br />BARE TINNED COPPER WIRE GLB.(GLU-LAM)
<br />GLUE LAMINATED BEAM
<br />TEMP.
<br />TEMPORARY
<br />DOCUMENTING ALLAS-BUILT CHANGES, REVISIONS, ADDENDA, OR CHANGE ORDERS. THE CONTRACTOR SHALL FORWARD THE
<br />B.O.F.
<br />BOTTOM OF FOOTING GPS
<br />GLOBAL POSITIONING SYSTEM
<br />THK
<br />THICK(NESS)
<br />AS-BUILTIHIRED DRAWINGS TO THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT AT THE CONCLUSION OF THE PROJECT.
<br />BA)
<br />BACK-UP CABINET GRND.
<br />GROUND
<br />TMA
<br />TOWER MOUNTED AMPLIFIER
<br />CAB.
<br />CABINET HDR.
<br />HEADER
<br />T.N.
<br />TOE NAIL
<br />7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILETHEWORK IS IN PROGRESS UNTILTHE JOB IS
<br />CANT.
<br />CANTILEVER(ED) HGR.
<br />HANGER
<br />T.O.A.
<br />TOP OF ANTENNA
<br />COMPLETE
<br />C.I.P.
<br />CAST IN PLACE HT.
<br />HEIGHT
<br />T.O.C.
<br />TOP OF CURB
<br />CLG.
<br />CEILING ICGB.
<br />ISOLATED COPPER GROUND BUS
<br />T.O.F.
<br />TOP OF FOUNDATION
<br />8. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY POWER, WATER, AND TOILET FACILITIES AS REQUIRED BY THE PROPERTY
<br />CUR.
<br />CLEAR IN.(")
<br />INCH(ES)
<br />T.O.P.
<br />TOP OF PLATE (PARAPET)
<br />OWNER OR GOVERNING AGENCY.
<br />COL
<br />COLUMN INT.
<br />INTERIOR
<br />T.O.S.
<br />TOP OF STEEL
<br />CONC.
<br />CONCRETE LB.(#)
<br />POUND(S)
<br />T.O.W.
<br />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
<br />CONN.
<br />CONNECTION(OR) L.B.
<br />LAG BOLTS
<br />TYP.
<br />TYPICAL
<br />THE MOST RESTRICTIVE CODE SHALL GOVERN.
<br />CONST.
<br />CONSTRUCTION L.F.
<br />LINEAR FEET (FOOT)
<br />U.G.
<br />UNDERGROUND
<br />CONT.
<br />CONTINUOUS L.
<br />LONG(RUDINAL)
<br />U.L
<br />UNDERWRITERS LABORATORY
<br />10. THE CONTRACTOR AND SUBCONTRACTOR SHALL COMPLY WITH ALL LOCALAND STATE REGULATIONS INCLUDING ALL OSHA REQUIREMENTS.
<br />d
<br />PENNY (NAILS) MAS.
<br />MASONRY
<br />U.N.O.
<br />UNLESS NOTED OTHERWISE
<br />DBL.
<br />DOUBLE MAX.
<br />MAXIMUM
<br />V.I.F.
<br />VERIFY IN FIELD
<br />11. WHEN REQUIRED STORAGE OF MATERIALS OCCURS, THEY SHALL BE EVENLY DISTRIBUTED OVER THE FLOOR OR ROOF SO AS NOT TO
<br />DEFT.
<br />DEPARTMENT M.B.
<br />MACHINE BOLT
<br />W
<br />WIDE(WIDTH)
<br />EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE. TEMPORARY SHORING OR BRACING SHALL BE PROVIDED WHERE THE STRUCTURE
<br />D.F.
<br />DIAMETE FIR MFR.
<br />MECHANICAL
<br />W/
<br />WITH
<br />OR SOIL HAS NOT ATTAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT.
<br />DIA.
<br />DIAMETER MFR.
<br />MANUFACTURER
<br />WD.
<br />WOOD
<br />12. THE CONTRACTOR SHALL SUPERVISE AND COORDINATE ALL WORK, USING HIS PROFESSIONAL KNOWLEDGE AND SKILLS. HE IS SOLELY
<br />DIAG.
<br />DIM.
<br />DIAGONAL MIN.
<br />DMENSION MISC.
<br />MINIMUM
<br />MISCELLANEOUS
<br />W.P.
<br />WT.
<br />WEATHERPROOF
<br />WEIGHT
<br />RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES AND SEQUENCING AND COORDINATING ALL
<br />DWG.
<br />DRAWING(S) MTL.
<br />METAL
<br />CENTERLINE
<br />PORTIONS OF THE WORK UNDER THE PROJECT.
<br />OWL.
<br />DOWEL(S) 4N�1
<br />m-M)
<br />NEW
<br />R
<br />PLATE
<br />13. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY FORALL PERMITS, LICENSES AND INSPECTIONS WTH RESPECT TO THE
<br />EA.
<br />EL
<br />EACH
<br />ELEVATION N.T.S.
<br />NUMBER
<br />NOT TO SCALE
<br />WORK TO COMPLETE THE PROJECT. BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR AUTHORIZED AGENT. CONTRACTOR
<br />ELEC.
<br />ELECTRICAL O.C.
<br />ON CENTER
<br />SHALL OBTAIN THE PERMIT AND MAKE FINAL PAYMENT OF SAID DOCUMENT.
<br />ELEV,
<br />ELEVATOR OPNG.
<br />OPENING
<br />14. ALL DIMENSIONS TAKE PRECEDENCE OVER SCALE. DRAWINGS ARE NOT TO BE SCALED UNDER ANY CIRCUMSTANCES.
<br />EMT.
<br />ELECTRICAL METALLIC TUBING P/C
<br />PRECAST CONCRETE
<br />E.N.
<br />EDGE NAIL PCs
<br />PERSONAL COMMUNICATION SERVICES
<br />15. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS OR SUPPORTS FOR INSTALLATION OF ITEMS
<br />ENG.
<br />ENGINEER PLY.
<br />PLYWOOD
<br />INDICATED ON THE DRAWINGS.
<br />EQ.
<br />EQUAL PPC
<br />POWER PROTECTION CABINET
<br />EXP.
<br />EXPANSION PRO
<br />PRIMARY RADIO CABINET
<br />16. THE CONTRACTOR SHALL PROVIDETHE FIRE MARSHALL OR U.LAPPROVED MATERIALS TO FILUSEAL PENETRATIONS THROUGH FIRE RATED
<br />EXST.(E)
<br />EXISTING P.S.F.
<br />POUNDS PER SQUARE FOOT
<br />ASSEMBLIES.
<br />EXT.
<br />EXTERIOR P.S.I.
<br />POUNDS PER SQUARE INCH
<br />17. PROPOSED CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL BE MATCHED IN FORM, TEXTURE, MATERIALAND PAINT COLOR
<br />P.T.
<br />PRESSURETREATED
<br />EXCEPT AS NOTED IN THE PLANS.
<br />18. THE CONTRACTOR IS TO PROVIDE PORTABLE FIRE EXTINGUISHERS HAVING A MINIMUM 2A:10-B:C RATING WITHIN 75FT. OF TRAVEL TO ALL
<br />ABBREVIATIONS
<br />J7
<br />PORTIONS OF THE CONSTRUCTION AREA.
<br />(2015 INTERNATIONAL BUILDING CODE 906.1.1 AND SECTION 906.3.1)
<br />■
<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 />NEW ANTENNA
<br />O GRID REFERENCE
<br />SHOWN OTHERWISE
<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
<br />EXISTING ANTENNA
<br />X
<br />X-X DETAILREFERENCE
<br />TIMES.
<br />22. BUILDING INSPECTORS AND/OR OTHER BUILDING OFFICIALS ARE TO BE NOTIFIED PRIOR TO ANY GRADING AND CONSTRUCTION EFFORT AS
<br />®
<br />GROUND ROD
<br />%X ELEVATION REFERENCE
<br />SIGNATURE
<br />MANDATED BY THE GOVERNING AGENCY.
<br />LANDLORD
<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 />Tr
<br />GROUND BUS BAR
<br />X SECTION REFERENCE
<br />CLARIFICATIONS.
<br />X-X
<br />24. SITE CONTRACTOR TO CALL DIG ALERT(1-800-227-2600) TO LOCATE ANY AND ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION.
<br />•
<br />MECHANICAL GRND. CONN.
<br />2 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.
<br />O (E) BRICK
<br />N
<br />y 26. PRIOR TO THE ISSUANCE OFANY CONSTRUCTION PERMITS, THEAPPUCANT SHALL INCORPORATE ANY CONSTRUCTION BEST MANAGEMENT
<br />■
<br />CADWELD
<br />F PRACTICES NECESSARY TO COMPLY WITH THE CI7Y'S MUNICIPAL CODES INTO THE CONSTRUCTION PLANS OR SPECIFICATIONS.
<br />(E)MASONRY
<br />i 27. PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS, THE APPLICANT SHALL SUBMIT A WATER POLLUTION CONTROL PLAN WPCP).THE
<br />W WPCP SHALL BE PREPARED IN ACCORDANCE WITH THE GUIDEUNES IN APPENDIX E OF THE CITYS STORM WATER STANDARDS.
<br />Fol
<br />GROUND ACCESS WELL
<br />O
<br />CONCRETE
<br />1W'1 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 />❑E
<br />ELECTRIC BOX
<br />29. THIS IS ROOFTOP INSTALLATION ON AN EXISTING FACILITY AND NO GROUND DISTURBANCE OR TRENCHING IS PROPOSED BY THIS PROJECT.
<br />EARTH
<br />W
<br />p 30. THIS PROJECT PROPOSES NO WORK WITHIN THE PUBLIC RIGHT-OF-WAY.
<br />QT
<br />TELEPHONE BOX
<br />w
<br />o
<br />o 0 0 0 o GRAVEL
<br />O
<br />�
<br />°w STORM WATER QUALITY NOTES CONSTRUCTION BMPS:
<br />IY
<br />LIGHT POLE
<br />® PLYWOOD
<br />C THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OFTHESTATE PERMIT.
<br />O
<br />END. MONUMENT,.--,
<br />p
<br />SAND
<br />Q NOTES 1-6 BELOW REPRESENT KEY MINIMUM REQUIREMENTS FOR CONSTRUCTION BMPS.
<br />Q 1. SUFFICIENT BMPS MUST INSTALLED TO PREVENT SILT, MUD OR OTHER CONSTRUCTION DEBRIS FROM BEING TRACKED INTO THE ADJACENT STREET(S) OR STORM
<br />SPOT ELEVATION
<br />® WOOD CONT.
<br />WATER CONVEYANCE SYSTT EMS DUE TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
<br />CLEANING ANY SUCH DEBRIS THAT MAYBE IN THE STREET AT THE END OF EACH WORKDAY OR AFTER A STORM EVENT THAT CAUSES A BREECH IN THE INSTALLED
<br />W CONSTRUCTION BMPS.
<br />®
<br />SET POINT
<br />WOOD BLOCKING
<br />0 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 />STEEL
<br />OR GREATER.
<br />U,
<br />Q
<br />REVISION
<br />.BFmi
<br />- TIE OVERHEAD SERVICE
<br />Q 3. ACONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS WHICH PROPOSE THE CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS THAT ARE TO BE POURED IN
<br />CONDUCTORS
<br />W PLACE ON THE SITE.
<br />q COAXIAL CABLE
<br />- CENTERLINE
<br />4. ALL EROSION/SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED IN WORKING ORDER AT ALL TIMES.
<br />F FIBER
<br />X 5. ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY MUST BE PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES.
<br />PROPERTY/LEASE LINE
<br />- PIF POWER AND FIBER
<br />n 6. THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST BE PROTECTED AGAINST ANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT.
<br />X CHAIN LINK FENCING
<br />LINEvu--Ca-
<br />WOOD FENCE
<br />gMATCH
<br />a
<br />-LW-�- OVERHEAD POWER LINE
<br />FGENERAL FIRE NOTES:
<br />WORK POINT
<br />UGP BURIED POWER LINE
<br />O 1. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION, OR DEMOLITION SHALL BE IN ACCORDANCE WITH 2O15 INTERNATIONAL BUILDING CODE AND ALL
<br />N GOVERNING CODES.
<br />G GROUND CONDUCTOR
<br />13HT OVERHEAD 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
<br />-UG/T BURIED TELEPHONE LINE
<br />Q ROAD FRONTING THE PROPERTY.(2015 INTERNATIONAL BUILDING CODE 501.2)
<br />T TELEPHONE CONDUIT
<br />O 3. DECORATIVE MATERIALS SHALL BE MAINTAINED IN AFLAME -RETARDANT CONDITION,(2015 INTERNATIONAL BUILDING CODE 806.7)
<br />-y -1' BURIED WATER LINE
<br />a
<br />0 4. PORTABLE FIRE EXTINGUISHERS: AT LEAST ONE FIRE EXTINGUISHER WITHA MINIMUM RATING OF 2-A-10B:C SHALL BE PROVIDED WITHIN 75 FEET MAXIMUM
<br />E ELECTRICAL CONDUIT
<br />SS BURIED SANITARY SEWER
<br />FTRAVEL 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 />(POWER)
<br />SO BURIED STORM DRAIN
<br />GENERAL NOTES
<br />4
<br />LEGEND
<br />3
<br />NOT USED
<br />2
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<br />sS/ONAL�-�
<br />01.14.2021
<br />IT ISA VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY
<br />AREACTING UNDER THE DIRECTION OFA LICENSED
<br />PROFESSIONAL ENGINEER, TOALTER THIS DOCUMENT.
<br />T • •Mobile®•
<br />19807 NORTH CREEK PARKWAY NORTH
<br />BOTHELL, WA 98011
<br />Technology Iftoclates
<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 92108
<br />iQ
<br />oitim 21
<br />JX CORRECTIONS
<br />MGM
<br />0
<br />10/19Q020
<br />100%ANCHORCD
<br />MGM
<br />A
<br />09/17Q020
<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 APPROVAL STAMP
<br />ANONSE
<br />DEPART FOR ENTFORBUILDING
<br />DEPARTMENT FOR BUILDING E CONSTRUCTION
<br />SHEET TITLE
<br />NOTES &
<br />LEGEND
<br />SHEET NUMBER
<br />T=2-
<br />I
<br />
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