The URL can be used to link to this page

1. REVISION APPROVED BLD PLN BLD2020-0626+PLAN SET+2.2.2021_11.01.15_AM+2028558WASHINGTON STATE CODE COMPLIANCE: ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES. THE WASHINGTON STATE BUILDING CODE IS COMPRISED OF THE MODEL CODE EDITIONS BELOW WITH WASHINGTON STATE AMENDMENTS: - 2015 INTERNATIONAL BUILDING CODE - 2015 INTERNATIONAL RESIDENTIAL CODE - 2015 INTERNATIONAL MECHANICAL CODE - 2015 INTERNATIONAL FIRE CODE - 2015 UNIFORM PLUMBING CODE - 20151ECC/WASHINGTON STATE ENERGY CODE - LOCAL CODES AND AMENDMENTS FCC NOTE: THIS WIRELESS COMMUNICATION FACILITY COMPLIES WITH FEDERAL STANDARDS FOR RADIO FREQUENCY IN ACCORDANCE WITH THE TELECOMMUNICATION ACT OF 1996 AND SUBSEQUENT AMENDMENTS AND ANY OTHER REQUIREMENTS IMPOSED BY STATE OR FEDERAL REGULATORY AGENCIES. CODE COMPLIANCE APPLICANT: PROPERTY OWNER: T-MOBILE USA INC. PUBLIC HOSPITAL DISTRICT #2 19807 NORTH CREEK PARKWAY NORTH OF SNOHOMISH COUNTY BOTHELL, WA 98011 4710 196TH ST SW SITE ADDRESS: LYNNWOOD, WA98036 21601 76TH AVE W TOTAL LEASE AREA: EDMONDS, WA 98026 ■ 150 sq. ft. SITE PARCEL NUMBER: EXISTING USE: 00580700002500 UNMANNED TELECOMMUNICATIONS FACILITY NEW USE: LATITUDE AND LONGITUDE: N 47-48'12.07', W 122°20'06.55- UNMANNED TELECOMMUNICATIONS FACILITY (BASED ON 1A SURVEY DATED: 11106/2015) COUNTY: LEGAL DESCRIPTION: SNOHOMISH COUNTY ABBREVIATED PER ASSESSOR RECORDS. JURISDICTION: SOLNERS 5 ACRE TRACTS BILK 000 D-00 - N CITY OF EDMONDS 112 OF TRS 27&28&S1/2 OF TRS 25&26 ZONING: TGW TH PTN OF VAC 1OTH ST BE (FORMERLY 216TH ST SW ADJ THRTO) & TGW TH PTN OF MU (MEDICAL USE) TR 29 BD PLAT LY WILY OF FOL-COM AT NWCOR SO TR 29 TH ELY ALG N BDY 42.12FT HANDICAP REQUIREMENTS: TO BEG OF UN HEREIN DESC TH SLY TAP FACILITY IS UNMANNED AND NOT FOR 35.44FT FR SW CR OF SO TR 29 AS MEAS ALG HUMAN HABITATION, HANDICAP ACCESS S BOYSD TR & TERM OF LN HEREIN DESC REQUIREMENT(S) DO NOT APPLY (PER CITY EDM BLA REC AF NO 199909155005) SITE INFORMATION BASED ON RFDS VERSION 6 DATED: 10/0512020: • REMOVE (3) EXISTING (TMBXX-6516-A2M) ANTENNAS • INSTALL (3) NEW (AEHC) ANTENNA 0 PER SECTOR) • REMOVE (3) EXISTING FRIG IN ANTENNA AREA �&A�FIfy,1M.�MT�T/F • REMOVE (3) EXISTING FHFB IN ANTENNA AREA Q • INSTALL (2) NEW BALLASTED ANTENNA MOUNT • REMOVE (1) EXISTING PURCELL CABINET 1 • REMOVE (2) EXISTING FCOA CABINETS • INSTALL (1) NEW HPL3 BATTERY CABINET • REMOVE (i) EXISTING ROUTER IN CABINET • INSTALL (1) NEW ASIK IN AMIA • REMOVE (i) EXISTING FSME IN CABINET • INSTALL (1) NEW ASSIN AMIA • REMOVE (2) EXISTING AMOS IN CABINET • INSTALL (1) NEW FSMF IN CABINET • REMOVE EXISTING PPC CABINET • INSTALL (1) NEW ASIA IN AMIA • REMOVE EXISTING TELCO CABINET • INSTALL (3) NEW ABIL IN AMIA • INSTALL (3) NEW ABIC IN AMIA • INSTALL (2) NEW AMIA IN CABINET • INSTALL ( 1 )NEW ROUTER IN CABINET • INSTALL (1) NEW H-FRAME WITH CUBE, CAC, AND SERVICE LIGHT PROJECT DESCRIPTION RF ENGINEER: ZONING & PERMITTING: T-MOBILE USA INC. TECHNOLOGY ASSOCIATES EC, INC 19807 NORTH CREEK PARKWAY NORTH 9725 3RD AVENUE NE, STE. 410 BOTHELL, WA 98011 SEATTLE, WA 98115 CONTACT: VICTORBAYOUK CONTACT: MEGHAN HOWEY OFFICE: (425)350-3343 MOBILE: (253)682-8556 EMAIL: Victor.Bayouk@T-Mobile.com EMAIL: meghan.hmey@taec.net SITE ACQUISITION: CONSTRUCTION MANAGER: TECHNOLOGY ASSOCIATES EC, INC TECHNOLOGY ASSOCIATES EC, INC 9725 3RD AVENUE NE, STE. 410 9725 3RD AVENUE NE, STE. 410 SEATTLE, WA 98115 SEATTLE, WA 98115 CONTACT: MEAGAN DOCKTER CONTACT: ANTHONY ACCETTURO MOBILE: (206) 218-7101 MOBILE: (206) 7149819 EMAIL: meagan.dockter@taec.net EMAIL: anthony.accettum@taec.net ARCHITECTURE: ENGINEER: TECHNOLOGY ASSOCIATES EC, INC TECHNOLOGY ASSOCIATES EC, INC 9725 3RD AVENUE NE, STE. 410 9725 3RD AVENUE NE, STE. 410 SEATTLE, WA 98115 SEATTLE, WA 98115 CONTACT: KOLBY BURKE, PE, SE CONTACT: KOLBY BURKE, PE, SE OFFICE: (925) 639-5512 OFFICE: (925) 639-5512 EMAIL: kolby.burke@taec.net EMAIL: kolby.burke@taec.net CONTACT INFORMATION REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Erica Carter BUILDING OFFICIAL Feb 17 2021 APPROVED DATE APPROVED PLANS MUST BE ON JOB SITE STARTING FROM 19807 NORTH CREEK PARKWAY, BOTHELL, WA 98011: 1. HEAD SOUTHWEST TOWARD NORTH CREEK PKWY 2. TURN LEFT TOWARD NORTH CREEK PKWY 3. TURN RIGHT ONTO NORTH CREEK PKWY 4. TURN RIGHT ONTO NE 195TH ST 5. TURN RIGHT ONTO 1-405 NORTH TO EVERETT 6. MERGE ONTO 1405 NORTH 7. TAKE EXIT 26 FOR WA-527 TOWARD BOTHELL / MILL CREEK 8. TURN LEFT ONTO WA-527 SOUTH 9. TURN RIGHT ONTO 228TH ST. BE 10. TURN RIGHT ONTO LOCUST WAY 11. TURN LEFT ONTO VINE RD 12. CONTINUE ONTO 216TH ST SW 13. TURN RIGHT ONTO POPLAR WAY 14. TURN LEFT ONTO LARCH WAY 15. CONTINUE ONTO 212TH ST. SW 16. TURN LEFT ONTO 66TH AVE W 17. TURN RIGHT ONTO 216TH ST. SW DESTINATION WILL BE ON THE LEFT I DRIVING DIRECTIONS I 7 0 •Mobilem SE01 631 C STEVENS HOSPITAL 21601 76TH AVE W EDMONDS, WA 98026 ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVAL SIGNATURE DATE PROJECT MANAGER T-MOBILE RE ENGINEER SITE ACQUISITION CONSTRUCTION MANAGER SITE OWNER T-MOBILE DEVELOPMENT MANAGER T-MOBILE CONSTRUCTION MANAGER T-MOBILE OPS MANAGER T-MOBILE REGULATORY REVIEW T-MOBILE PROJECT MANAGER T-MOBILE PERMITTING APPROVALS APPROVED BY PLANNING Feb 09 2021 SHEET DESCRIPTION T-1 TITLE SHEET T-2 NOTES & LEGEND A-1 SITE PLAN A-2 ENLARGED SITE PLAN - EXISTING A-2.1 ENLARGED SITE PLAN - FINAL A-3 ANTENNA PLAN A-3.1 EQUIPMENT PLAN A-4 ELEVATIONS A-5 ELEVATIONS A-6 DETAILS A-7 DETAILS A-8 ANTENNA MOUNTING SPECIFICATIONS E-1 ELECTRICAL NOTES E-2 ELECTRICAL PLAN, PANEL SCHEDULE, & DIAGRAM E-3 ELECTRICAL DIAGRAMS G-1 GROUNDING PLANS G-2 GROUNDING DETAILS RF-1 RF DETAILS RF-2 RF DIAGRAM SHEETINDEX DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING LOCATIONS, CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME s 0 Know what's below. A 0 CALL before you dig. Or th D CALL AT LEAST TWO WORKING DIG ALERT DAYS BEFORE YOU DIG y REV IN DF W Asy/N�o��` � Z M 55484 o'er C"URA L �sSIONAL�� 01.18.2021 IT IS A VIOLATION OF —FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. T •Mobile®m 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 Technology *Associates PNW MARKET OFFICE 9725 3RD AVENUE NE, STE. 410 SEATTLE, WA 98115 Technology Associates ARCHITECTURE & ENGINEERING 2667 CAMINO DEL RIO SOUTH, STE. 205 SAN DIEGO, CA 92108 3 12/222020 NEW RFDS V 61010512020 EL 2 06/16/2020 ISSUED FOR 100%ANCHOR CD MGM 1 D4/20/2020 NEW RFDS V.54115120 ANCHOR MGM 0 OB/0a/2019 100%ANCHOR +AAS CD MGM A 05/16/2019 ANCHOR-AAS 90%CD REVIEW EL REV DATE DESCRIPTION BY SE01631C STEVENS HOSPITAL 21601 76TH AVE W EDMONDS, WA 98026 ROOFTOP REVISION Feb 02 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDING & CONSTRUCTION SHEET TITLE TITLE SHEET SHEET NUMBER T=1 BLD2020-0626 GENERALNOTES 1. THIS FACILITY IS EXEMPT FROM HANDICAP REQUIREMENTS PER 2015 INTERNATIONAL BUILDING CODE SECTION 1103.2.9. THIS FACILITY IS NON -OCCUPIABLE SPACE AND ENTERED ONLY BY SERVICE PERSONNEL. THIS SPACE IS NOT FOR HUMAN OCCUPANCY. 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO SUBMITTING HIS BID. ANY DISCREPANCIES, CONFLICTS OR OMISSIONS SHALL BE REPORTED TO THE ENGINEER PRIOR TO SUBMITTING BIDS, AND PROCEEDING WITH ANY WORK. 3. THE CONTRACTOR SHALL NOTIFY ENGINEER OF ANY ERRORS, OMISSIONS, OR DISCREPANCIES AS THEY MAYBE DISCOVERED IN THE PLANS, SPECIFICATIONS, & NOTES PRIOR TO STARTING CONSTRUCTION. INCLUDING BUT NOT LIMITED BY DEMOLITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY ERRORS, OMISSION, OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER AND SHALL INCUR ANY EXPENSES TO RECTIFY THE SITUATION. THE METHOD OF CORRECTION SHALL BE APPROVED BY THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT. 4. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR HAS THE RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES, WHETHER OR NOT SHOWN ON THE PLANS, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR OR SUBCONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING ANY DAMAGE TO THE UTILITIES CAUSED DURING THE EXECUTION OF THE WORK. CONTACT USA DIG ALERT 800-227-2600 5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE TO PROPOSED OR EXISTING SURFACES, STRUCTURES OR EQUIPMENT SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE SATISFACTION OF THE PROPERTY OWNER. THE CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING ANY DAMAGED AREAS. 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 INSPECTION AT ALL TIMES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL CONSTRUCTION SETS REFLECT THE SAME INFORMATION AS THE APPROVED PLANS. THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS AT THE SITE FOR THE PURPOSE OF DOCUMENTING ALL AS -BUILT CHANGES, REVISIONS, ADDENDA, OR CHANGE ORDERS. THE CONTRACTOR SHALL FORWARD THE AS-BUILT/HIRED DRAWINGS TO THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT AT THE CONCLUSION OF THE PROJECT. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE WORK IS IN PROGRESS UNTIL THE JOB IS COMPLETE. B. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY POWER,WATER, AND TOILET FACILITIES AS REQUIRED BY THE PROPERTY OWNER OR GOVERNING AGENCY. 9. ALL CONSTRUCTION THROUGH THE PROJECT SHALL CONFORM TO THE LATEST I.B.C. AND ALL OTHER GOVERNING CODES, INCLUDING THE THE MOST RESTRICTIVE CODE SHALL GOVERN. 10. THE CONTRACTOR AND SUBCONTRACTOR SHALL COMPLY WITH ALL LOCAL AND STATE REGULATIONS INCLUDING ALL OSHA REQUIREMENTS. 11. WHEN REQUIRED STORAGE OF MATERIALS OCCURS, THEY SHALL BE EVENLY DISTRIBUTED OVER THE FLOOR OR ROOF SO AS NOT TO EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE. TEMPORARY SHORING OR BRACING SHALL BE PROVIDED WHERE THE STRUCTURE OR SOIL HAS NOT ATTAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT. 12. THE CONTRACTOR SHALL SUPERVISE AND COORDINATE ALL WORK, USING HIS PROFESSIONAL KNOWLEDGE AND SKILLS. HE IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES AND SEQUENCING AND COORDINATING ALL PORTIONS OF THE WORK UNDER THE PROJECT. 13. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR ALL PERMITS, LICENSES AND INSPECTIONS WITH RESPECT TO THE WORK TO COMPLETE THE PROJECT. BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR AUTHORIZED AGENT. CONTRACTOR SHALL OBTAIN THE PERMIT AND MAKE FINAL PAYMENT OF SAID DOCUMENT. 14. ALL DIMENSIONS TAKE PRECEDENCE OVER SCALE. DRAWINGS ARE NOT TO BE SCALED UNDER ANY CIRCUMSTANCES. 15. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS OR SUPPORTS FOR INSTALLATION OF ITEMS INDICATED ON THE DRAWINGS. 16. THE CONTRACTOR SHALL PROVIDE THE FIRE MARSHALL OR U.L APPROVED MATERIALS TO FILL/SEAL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES. 17. PROPOSED CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL BE MATCHED IN FORM, TEXTURE, MATERIAL AND PAINT COLOR EXCEPT AS NOTED IN THE PLANS. 18, THE CONTRACTOR IS TO PROVIDE PORTABLE FIRE EXTINGUISHERS HAVING A MINIMUM 2A:10-B:C RATING WITHIN 75FT. OF TRAVEL TO ALL PORTIONS OF THE CONSTRUCTION AREA. (2015 INTERNATIONAL BUILDING CODE 906.1.1 AND SECTION 906.3.1) 19, MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AVAILABLE AS REQUIRED BY THE LOCAL GOVERNING AGENCY RESPONSIBLE FOR APPROVING THE RESULTS. 20, ALL GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY SHOWN OTHERWISE. 21. ALL DEBRIS AND REFUSE IS TO BE REMOVED FROM THE PROJECT. PREMISES SHALL BE LEFT IN A CLEAN BROOM FINISHED CONDITION AT ALL TIMES, 22. BUILDING INSPECTORS AND/OR OTHER BUILDING OFFICIALS ARE TO BE NOTIFIED PRIOR TO ANY GRADING AND CONSTRUCTION EFFORT AS MANDATED BY THE GOVERNING AGENCY. 23. ALL SYMBOLS AND ABBREVIATIONS ARE CONSIDERED CONSTRUCTION INDUSTRY STANDARDS. IF A CONTRACTOR HAS A QUESTION REGARDING THEIR EXACT MEANING THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT SHALL BE NOTIFIED FOR CLARIFICATIONS. 24, SITE CONTRACTOR TO CALL DIG ALERT (1-800-227-2600) TO LOCATE ANY AND ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. 25. ALL FACILITIES TO BE INSTALLED ARE UNMANNED. NO (E) PARKING SPACES WILL BE USED OR REMOVED BY THIS PROJECT. 26. PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS, THE APPLICANT SHALL INCORPORATE ANY CONSTRUCTION BEST MANAGEMENT PRACTICES NECESSARY TO COMPLY WITH THE CITY'S MUNICIPAL CODES INTO THE CONSTRUCTION PLANS OR SPECIFICATIONS. 27. PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS, THE APPLICANT SHALL SUBMIT A WATER POLLUTION CONTROL PLAN WPCP). THE WPCP SHALL BE PREPARED IN ACCORDANCE WITH THE GUIDELINES IN APPENDIX E OF THE CITY'S STORM WATER STANDARDS. 28, THIS PROJECT PROPOSES NO DEVELOPMENT IMPROVEMENTS OUTSIDE THE EXISTING BUILDING FOOTPRINT FOR THIS DISCRETIONARY REVIEW AND THEREFORE DOES NOT REQUIRE ANY PERMANENT STORM WATER BEST MANAGEMENT PRACTICES. 29. THIS IS ROOFTOP INSTALLATION ON AN EXISTING FACILITY AND NO GROUND DISTURBANCE OR TRENCHING IS PROPOSED BY THIS PROJECT. 30, THIS PROJECT PROPOSES NO WORK WITHIN THE PUBLIC RIGHT-OF-WAY. STORM WATER QUALITY NOTES CONSTRUCTION BMPS: THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE STATE PERMIT. NOTES 1-6 BELOW REPRESENT KEY MINIMUM REQUIREMENTS FOR CONSTRUCTION BMPS. 1. SUFFICIENT BMPS MUST BE INSTALLED TO PREVENT SILT, MUD OR OTHER CONSTRUCTION DEBRIS FROM BEING TRACKED INTO THE ADJACENT STREET(S) OR STORM WATER CONVEYANCE SYSTEMS DUE TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 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 CONSTRUCTION BMPS. 2. ALL STOCKPILES OF UN -COMPACTED SOIL AND/OR BUILDING MATERIALS THAT ARE INTENDED TO BE LEFT UNPROTECTED FOR A PERIOD GREATER THAN SEVEN 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% OR GREATER. 3. A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS WHICH PROPOSE THE CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS THAT ARE TO BE POURED IN PLACE ON THE SITE. 4. ALL EROSION/SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED IN WORKING ORDER AT ALL TIMES. 5. ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY MUST BE PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES. 6. THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST BE PROTECTED AGAINST ANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT. GENERAL FIRE NOTES: 1. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION, OR DEMOLITION SHALL BE IN ACCORDANCE WITH 2O15 INTERNATIONAL BUILDING CODE AND ALL GOVERNING CODES. 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 ROAD FRONTING THE PROPERTY.(2015 INTERNATIONAL BUILDING CODE 501.2) 3. DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT CONDITION.(2015 INTERNATIONAL BUILDING CODE 806.1) 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 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) GENERAL NOTES ABBREVIATION DEFINITION ABBREVIATION DEFINITION A.B. ANCHOR BOLT FAB. FABRICATION(OR) ABV. ABOVE F.F. FINISH FLOOR ACCA ANTENNA CABLE COVER ASSEMBLY F.G. FINISH GRADE ADD'L ADDITIONAL FIN. FINISH(ED) A.F.F. ABOVE FINISHED FLOOR FLR. FLOOR A.F.G. ABOVE FINISHED GRADE FDN. FOUNDATION ALUM. ALUMINUM F.O.C. FACE OF CONCRETE ALT. ALTERNATE F.O.M. FACE OF MASONRY ANT. ANTENNA F.O.S. FACE OF STUD APPRX. APPROXIMATE(LY) F.O.W. FACE OF WALL ARCH. ARCHITECT(URAL) F.S. FINISH SURFACE AWG. AMERICAN WIRE GAUGE FT.(') FOOT(FEET) BLDG. BUILDING FTG. FOOTING BLK. BLOCK G. GROWTH (CABINET) BLKG. BLOCKING GA. GAUGE BM. BEAM GI. GALVANIZE(D) B.N. BOUNDARY NAILING G.F.I. GROUND FAULT CIRCUIT INTERRUPTER BTCW. BARE TINNED COPPER WIRE GLB.(GLU-LAM) GLUE LAMINATED BEAM B.O.F. BOTTOM OF FOOTING GPS GLOBAL POSITIONING SYSTEM B/U BACK-UP CABINET GRND. GROUND CAB. CABINET HDR. HEADER CANT. CANTILEVER(ED) HGR. HANGER C.I.P. CAST IN PLACE HT. HEIGHT CLG. CEILING ICGB. ISOLATED COPPER GROUND BUS CLR. CLEAR IN.(") INCH(ES) COL. COLUMN INT, INTERIOR CONC. CONCRETE LB.(#) POUND(S) CONN. CONNECTION(OR) L.B. LAG BOLTS CONST. CONSTRUCTION L.F. LINEAR FEET (FOOT) CONT. CONTINUOUS L. LONG(ITUDINAL) d PENNY (NAILS) MAS. MASONRY DBL. DOUBLE MAX. MAXIMUM DEPT. DEPARTMENT M.B. MACHINE BOLT D.F. DOUGLAS FIR MECH. MECHANICAL DIA. DIAMETER MFR. MANUFACTURER DIAG. DIAGONAL MIN. MINIMUM DIM. DIMENSION MISC. MISCELLANEOUS DWG. DRAWING(S) MTL. METAL DWL. DOWEL(S) (N)) NEW EA. EACH NO.(#) NUMBER EL. ELEVATION N.T.S. NOT TO SCALE ELEC. ELECTRICAL O.C. ON CENTER ELEV. ELEVATOR OPNG. OPENING EMT. ELECTRICAL METALLIC TUBING P/C PRECAST CONCRETE E.N. EDGE NAIL PCs PERSONAL COMMUNICATION SERVICES ENG. ENGINEER PLY. PLYWOOD EQ. EQUAL PPC POWER PROTECTION CABINET EXP. EXPANSION PRC PRIMARY RADIO CABINET EXST.(E) EXISTING P.S.F. POUNDS PER SQUARE FOOT EXT. EXTERIOR P.S.I. POUNDS PER SQUARE INCH P.T. PRESSURE TREATED o PWR. POWER (CABINET) QTY. QUANTITY RAD.(R) RADIUS REF. REFERENCE REINF. REINFORCEMENT(ING) REO'D. REQUIRED RGS. RIGID GALVANIZED STEEL RRU. RADIO REMOTE UNIT SCH. SCHEDULE SHT. SHEET SIM. SIMILAR SPEC. SPECIFICATION(S) SQ. SQUARE S.S. STAINLESS STEEL STD. STANDARD STL. STEEL STRUC. STRUCTURAL TEMP. TEMPORARY THK. THICK(NESS) TMA TOWER MOUNTED AMPLIFIER T.N. TOE NAIL T.O.A. TOP OF ANTENNA T.O.C. TOP OF CURB T.O.F. TOP OF FOUNDATION T.O.P. TOP OF PLATE (PARAPET) T.O.S. TOP OF STEEL T.O.W. TOP OF WALL TYP. TYPICAL U.G. UNDER GROUND U.L. UNDERWRITERS LABORATORY U.N.O. UNLESS NOTED OTHERWISE V.I.F. VERIFY IN FIELD W WIDE(WIDTH) W/ WITH WD. WOOD W.P. WEATHERPROOF WT. WEIGHT C CENTERLINE B PLATE I ABBREVIATIONS I 1 Q NEW ANTENNA OX GRID REFERENCE � EXISTINGANTENNA Xz DETAIL REFERENCE ® GROUND ROD Xz ELEVATION REFERENCE rr GROUND BUS BAR X-X SECTION REFERENCE GROUT OR PLASTER • MECHANICAL GRIND. CONN. O (E) BRICK ■ CADWELD MASONRY ❑(E) (& GROUND ACCESS WELL 0 CONCRETE Q ELECTRIC BOX EARTH O TELEPHONE BOX GRAVEL LIGHT POLE ® PLYWOOD Q END. MONUMENT O SAND SPOT ELEVATION ® WOOD CONT. WOOD BLOCKING ® SETPOINT QSTEEL 1 REVISION T/E OVERHEAD SERVICE CONDUCTORS A COAXIAL CABLE - CENTERLINE F FIBER - - - PROPERTY/LEASE LINE P/F POWER AND FIBER X CHAIN LINK FENCING MATCH LINE Cl-- WOOD FENCE -�-�- OVERHEAD POWER LINE WORK POINT \VVV1 UGP BURIED POWER LINE G GROUND CONDUCTOR DHT OVERHEAD TELEPHONE LINE UG/T BURIED TELEPHONE LINE T TELEPHONE CONDUIT -W -W - BURIED WATER LINE E ELECTRICAL CONDUIT SS BURIED SANITARY SEWER (POWER) SD BURIED STORM DRAIN 4 I LEGEND E 2 y REV IN �� DF WAS y M 55484 o'er C'URA LENS' \� �S°'IONAL�� 01.18.2021 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. T •Mobile®m 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 Technology Associates PNW MARKET OFFICE 9725 3RD AVENUE NE, STE. 410 SEATTLE, WA 98115 Technology Associates ARCHITECTURE & ENGINEERING 2667 CAMINO DEL RIO SOUTH, STE. 205 SAN DIEGO, CA 92108 3 12/222020 NEW RFDS V 61010512020 EL 2 D6/16/2020 ISSUED FOR 100%ANCHORCD MGM 1 D4/20/2020 NEW RFDS V.54/15/20 ANCHOR MGM 0 D6/O6/2019 100%ANCHOR +AAS CD MGM A 05/16/2019 ANCHOR-AAS 90%CD REVIEW EL REV DATE I DESCRIPTION 1.Bj SE01631C STEVENS HOSPITAL 2160176TH AVE W EDMONDS, WA 98026 ROOFTOP REVISION Feb 02 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT JURISDICTION APPROVAL STAMP DEPARTMENT FOR I-M. U.E DEPARTMENT FOR BUILDING & CONSTRUCTION SHEET TITLE NOTES & LEGEND SHEET NUMBER T=2 BLD2020-0626 LEGAL DESCRIPTION: ABBREVIATED PER ASSESSOR RECORDS. SOLNERS 5 ACRE TRACTS BLK 000 D-00 - N 1/2 OF TRS 27 & 28 & S 1/2 OF TRS 25 & 26 TGW TH PTN OF VAC 1OTH ST BE (FORMERLY 216TH ST SW ADJ THRTO) & TGW TH PTN OF TR 29 SO PLAT LY WILY OF FOIL - COM AT NWCOR SO TR 29 TH ELY ALG N BDY 42.12FT TO BEG OF LN HEREIN DESC TH SLY TAP 35.44FT FR SW CR OF SO TR 29 AS MEAS ALG S BDY SO TR & TERM OF LN HEREIN DESC (PER CITY EDM BLA REC AF NO 199909155005) EXISTING EXISTING DRIVEWAY EXISTING SIDEWALK I 216TH ST. SW �I I II I I PROPERTYLINE:±637.00'J _ EXISTING ASPHALT PARKING LOT DISCLAIMER THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF A CURRENT LAND SURVEY. ALL PROPERTY LINES, EASEMENTS, AND SETBACKS SHALL BE ART LANDLORD SIGNATURE CONSTRUCTION. TAEC DOES NIOT FIED GUARANTEE PRIOR TOTHE ACOCURACY OF SAID PROPERTY LINES, EASEMENTS, ROADS AND SETBACKS. I I I I I EXISTING T-MOBILE EQUIPMENT &ANTENNA AREA, FOR ENLARGED SITE PARCEL NUMBER: SITE PLAN SEE: I 00580700002500 -_,i EXISTING JURISDICTION: HOSPITAL � I A-2 I I CITY OF EDMONDS I Ov ZONING: MU (MEDICAL USE) -0 m IN I I I I I I - - - - _ - _ _ _ _ _PROPERTY LINE: t635_00' I SITE PLAN 4G 0 20' 40' SCALE: 1" = 40'-0" (24x36) N I y REV IN �� DF W Asy/N�o��` 55484 O'er C"URA L �sS/0NAL�� 01.18.2021 IT IS A VIOLATION OF -FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. T •mMobilem 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 Technology *Associates PNW MARKET OFFICE 9725 3RD AVENUE NE, STE. 410 SEATTLE, WA 98115 Technology Associates ARCHITECTURE & ENGINEERING 2667 CAMINO DEL RIO SOUTH, STE. 205 SAN DIEGO, CA 92108 3 12/222020 NEW RFDS V 61010512020 EL 2 06/16/2020 ISSUED FOR 100%ANCHORCD MGM 1 D4/20/2020 NEW RFDS V.54/15/20 ANCHOR MGM 0 Ofi/O6/2019 100%ANCHOR +AAS CD MGM A 05/16/2019 ANCHOR-AAS 90%CD REVIEW EL REV DATE DESCRIPTION BV SE01631C STEVENS HOSPITAL 2160176TH AVE W EDMONDS, WA 98026 ROOFTOP REVISION Feb 02 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT JURISDICTION APPROVAL STAMP DEPARTMENTFOR LANDU.E DEPARTMENT FOR BUILDING & CONSTRUCTION SHEET TITLE SITE PLAN SHEET NUMBER Am I BLD2020-0626 LANDLORD SIGNATURE ENLARGED SITE PLAN - EXISTING DISCLAIMER THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF A CURRENT LAND SURVEY. ALL PROPERTY LINES, EASEMENTS, AND SETBACKS SHALL BE VERIFIED PRIOR TO START OF CONSTRUCTION. TAEC DOES NOT GUARANTEE THE ACCURACY OF SAID PROPERTY LINES, EASEMENTS, ROADS AND SETBACKS. T-MOBILE EQUIPMENT AREA, PMENT PLAN SEE: T-MOBILE ANTENNA AREA, :NNA PLAN SEE: SCALE: 3/32" = 1'-0" (24x36 (OR) 3/64" = 1'-0" (11x17) y REV IN WAS M s��G 55484 o'er CTURA L �sS/0NAL�� 01.18.2021 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. T •Mobile®m 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 Technology *Associates PNW MARKET OFFICE 9725 3RD AVENUE NE, STE. 410 SEATTLE, WA 98115 Technology Associates ARCHITECTURE & ENGINEERING 2667 CAMINO DEL RIO SOUTH, STE. 205 SAN DIEGO, CA 92108 3 12/222020 NEW RFDS V 61010512020 EL 2 06/16/2020 ISSUED FOR 100%ANCHORCD MGM 1 D4/20/2020 NEW RFDS V.54/15/20 ANCHOR MGM 0 O6/O6/2019 100%ANCHOR +AAS CD MGM A 05/16/2019 ANCHOR-AAS 90%CD REVIEW EL REV DATE I DESCRIPTION BV SE01631C STEVENS HOSPITAL 2160176TH AVE W EDMONDS, WA 98026 ROOFTOP REVISION Feb 02 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDING & CONSTRUCTION SHEET TITLE ENLARGED SITE PLAN - EXISTING SHEET NUMBER A=2 BLD2020-0626 LANDLORD SIGNATURE U ANTENNA PLAN SEE: "^,. v N 2 m A-3 z ENLARGED SITE PLAN - FINAL DISCLAIMER THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF A CURRENT LAND SURVEY. ALL PROPERTY LINES, EASEMENTS, AND SETBACKS SHALL BE VERIFIED PRIOR TO START OF """RUCTION. TAEC DOES NOT GUARANTEE THE ACCURACY D PROPERTY LINES, EASEMENTS, ROADS AND SETBACKS. )BILE EQUIPMENT AREA, PMENT PLAN SEE: SCALE: 3/32" = 1'-0" (24x36 (OR) 3/64" = 1'-0" (11x17) y REV IN WAS M 55484 o'er C"URA L �sSY0NAL�� 01.18.2021 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. T •mMobilem 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 Technology *Associates PNW MARKET OFFICE 9725 3RD AVENUE NE, STE. 410 SEATTLE, WA 98115 Technology Associates ARCHITECTURE & ENGINEERING 2667 CAMINO DEL RIO SOUTH, STE. 205 SAN DIEGO, CA 92108 3 12/222020 NEW RFDS V 61010512020 EL 2 06/16/2020 ISSUED FOR 100%ANCHORCD MGM 1 D4/20/2020 NEW RFDS V.54/15/20 ANCHOR MGM 0 O6/O6/2019 100%ANCHOR +AAS CD MGM A M16/2019 ANCHOR-AAS 90%CD REVIEW EL REV DATE I DESCRIPTION BV SE01631C STEVENS HOSPITAL 2160176TH AVE W EDMONDS, WA 98026 ROOFTOP REVISION Feb 02 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDING & CONSTRUCTION SHEET TITLE ENLARGED SITE PLAN - FINAL SHEET NUMBER A=2 I m BLD2020-0626 LANDLORD SIGNATURE TOWER: FINAL EQUIPMENT INVENTORY SCOPE OF WORK QUANTITY TECHNOLOGY MANUFACTURER MODEL DIMENSIONS (LxWxD) WEIGHT (LBS) REMOVE EXISTING (3) ANTENNA ANDREW TMBXX-6516-A2M 60.1" x 6.6" x 3.3" 34.6 REMOVE EXISTING (3) RRU NOKIA FRIG 23.81" x 17.24" x 7.60" 57.10 REMOVE EXISTING (3) RRU NOKIA FHFB 23.0" x 12.6" x 7.8" 48.5 NOTE: 1. ANTENNA CLEARANCE AND MOUNTING TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION WITH FINAL ANTENNA SPECIFICATIONS, MOUNTING HARDWARE, AND RE DESIGN. 2. REFER TO FINAL CONFIGURATION ANTENNA SCHEDULE ON SHEET RF-1. SECTOR z. ANTENNA PLAN (EXISTING) �Q �G rP EXISTING T-MOBILE (TMBXX-6516-A2M) ANTENNA (2 PER SECTOR, 3 SECTORS, 6 TOTAL) 3 TO BE REMOVED, 3 TO REMAIN SECTORS ALPHA & BETATO BE RELOCATED EXISTING T-MOBILE (ETD19V2S12UB) TMA PER SECTOR, 3 SECTORS, 3 TOTAL) TO REMAIN SECTORS ALPHA & BETA TO BE RELOCATED % EXISTING T-MOBILE (FFHH-65C-R3) ANTENNA PER SECTOR, 3 SECTORS, 3 TOTAL) TO REMAIN SECTORS ALPHA & BETA TO BE RELOCATED / EXISTING T-MOBILE FRIG (1 PER SECTOR, 3 SECTORS, 3 TOTAL) TO BE REMOVED FB (I PER SECTOR, 3 �TO BE I REMOVED ^ LE AHLOA ES, 3 TOTAL) EXIST NG (1 PER SECTOR, 3 SECTORS, 3 TOTAL) TO REMAIN SECTORS ALPHA & BETA TO BE RELOCATED EXISTING T-MOBILE HCS 2.0 PENDANT (2 TOTAL) TO REMAIN SECTORS ALPHA & BETA TO BE R L CATED i O U W m w N 0 'I" 2' 4' SCALE: 1/4" = 1--0" (24x36) ® (OR) 1/8" = 1'-0" (11 x17) TOWER: FINAL EQUIPMENT INVENTORY SCOPE OF WORK QUANTITY TECHNOLOGY MANUFACTURER MODEL DIMENSIONS (LxWxD) WEIGHT (LBS) EXISTING TO REMAIN (3) ANTENNA ANDREW TMBXX-6516-A2M 60.1" x 6.6" x 3.3" 34.6 EXISTING TO REMAIN (3) ANTENNA COMMSCOPE FFHH-65C-R3 95" x 25.2" x 9.3" 127.6 EXISTING TO REMAIN (3) RRU NOKIA AHLOA 22.05" x 12.13" x 7.44" 83.78 EXISTING TO REMAIN (3) TMA COMMSCOPE ETD19V2S12UB 10.0" x 8.6" x 2.3" 11.2 EXISTING TO REMAIN (2) PENDANT COMMSCOPE PENDANT BREAKOUT 67' x 16.9" x 4.7" 0.970 LB/FT ADD NEW (3) ANTENNA NOKIA AEHC 38.2" x 21.5" x 5.9" 108.0 ADD NEW (3) RRU NOKIA AHFIG 27.6" x 5.6" x 13.4" 79.4 NOTE: 1. ANTENNA CLEARANCE AND MOUNTING TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION WITH FINAL ANTENNA SPECIFICATIONS, MOUNTING HARDWARE, AND RE DESIGN. 2. REFER TO FINAL CONFIGURATION ANTENNA SCHEDULE ON SHEET RF-1. EXISTING T-MOBILE (TMBXX-6516-A2M) ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING T-MOBILE (FFHH-65C-R3) ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING T-MOBILE (ETD19V2S12UB) TMA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) ANTENNA PLAN (FINAL) EXISTING T-MOBILE AHLOA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) 0 1 • 2• 41 SCALE: 1/4" = 1'-0" (24x36) w ® OR, 1/8" = 1'-0" (11 x17) L y REV IN Q� DF W A Sy/Nco��` M 55484 AIL 01.18.2021 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. T •Mobile®m 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 Technology *Associates PNW MARKET OFFICE 9725 3RD AVENUE NE, STE. 410 SEATTLE, WA 98115 Technology Associates ARCHITECTURE & ENGINEERING 2667 CAMINO DEL RIO SOUTH, STE. 205 SAN DIEGO, CA 92108 3 12/222020 NEW RFDS V 61010512020 EL 2 06/16/2020 ISSUED FOR 100%ANCHORCD MGM 1 D4/20/2020 NEW RFDS V.54/15/20 ANCHOR MGM 0 OB/06/2019 100%ANCHOR +AAS CD MGM A 05/16/2019 ANCHOR-AAS 90%CD REVIEW EL REV DATE I DESCRIPTION BV SE01631C STEVENS HOSPITAL 2160176TH AVE W EDMONDS, WA 98026 ROOFTOP REVISION Feb 02 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDING & CONSTRUCTION SHEET TITLE ANTENNA PLANS SHEET NUMBER A=3 BLD2020-0626 GROUND: FINAL EQUIPMENT INVENTORY SCOPE OF WORK QUANTITY TECHNOLOGY MANUFACTURER EQUIPMENT MODEL DIMENSIONS (LXWXD) WEIGHT (LBS) CABINET TYPE (LOCATION EQUIPMENO) CABINET QUANTITY REMOVE EXISTING (1) CABINET PURCELL SFX31 W/ALPHA PDU 57"x32"x38" 3143 ON SLEEPERS _ REMOVE EXISTING (2) CABINET NOKIA FCOA 61" x 30.3" x 30.3" 807 ON SLEEPERS _ REMOVE EXISTING (1) ROUTER NOKIA CSR 7705 SAR-A - - PURCELL CABINET 1 REMOVE EXISTING (1) BASEBAND NOKIA FSME j 5.2" x 11.76" x 16ff' j 41.9 j FCOA CABINET 2 REMOVE EXISTING (2) BASEBAND NOKIA AMOB 13.94" x 19.17" x 23.82" W.71 1 FCOA CABINET 2 LANDLORD SIGNATURE EXISTING T-MOBILE (2 PER SECTOR, 3 SE TO BE RELOCATED EXISTING T-MOBILE TO BE REMOVED EXISTING T-MOBILE TELCO CABINET TO BE REMOVED EQUIPMENT PLAN (EXISTING) MOBILE HCS 2.0 BOX (2 TOTAL) I -MOBILE 7 PLATFORM GROUND: FINAL EQUIPMENT INVENTORY CABINET TYPE SCOPE OF WORK QUANTITY TECHNOLOGY MANUFACTURER EQUIPMENT MODEL DIMENSIONS WEIGHT (LOCATION CABINET (LxWxD) (LBS) EQUIPMENT) QUANTITY EXISTING TO REMAIN (2) BASEBAND NOKIA ABIA 14.2" x 8.6" x 1.1" 4.41 HPL3 600A LARGE 1 BBC CABINET EXISTING TO REMAIN (1) BASEBAND NOKIA ESMB 5.25" x 18.9" z 18.28" 24.28 HPL3 600A LARGE 1 BBC CABINET EXISTING TO REMAIN (1) BASEBAND NOKIA ASIA 14.2" x 8.6" x 1.7" 6.61 HPL3 600A LARGE 1 BBC CABINET EXISTING TO REMAIN (1) BASEBAND NOKIA ASIK _ - HPL3 600A LARGE 1 BBC CABINET EXISTING TO REMAIN (1) BASEBAND NOKIA ABIL _ - HPL3 600A LARGE 1 BBC CABINET EXISTING TO REMAIN (6) DIPLEXER COMMSCOPE ECC1920-VPUB 7.6" x 7.3" x 2.6" 7.9 ON UNISTRUT - EXISTING TO REMAIN (2) JUNCTION BOX COMMSCOPE FE-16148-0VP-B12 8.0" x 16.0" x 14.0" 15.21 ON H-FRAME - ADD NEW (1) CABINET PURCELL HPL3 600A LARGE SSC 30.0" x 48.0" x 72.0" 430 ON SLEEPERS _ ADD NEW (1) CABINET PURCELL HPL3 LB3 BATTERY 60.4" x 30" x 33.8" 350 ON SLEEPERS _ ADD NEW (1) ROUTER NOKIA 72501XR-e 1.75" x 17.25" x 10.0" 8.5 HPL3 600A LARGE 1 BBC CABINET ADD NEW (1) BASEBAND NOKIA FSMF 5.2" x 11.76" x 16.6" 41.9 HPL3 600A LARGE 1 BBC CABINET ADD NEW (2) BASEBAND NOKIA AMIA 5.1" x 15.7" x 17.6" 11.2 HPL3 600A LARGE 1 BBC CABINET ADD NEW (1) BASEBAND NOKIA ASIK - - HPL3 600A LARGE 1 BBCCABINET ADD NEW (3) BASEBAND NOKIA ABIL - _ HPL3 600A LARGE 1 BBC CABINET ADD NEW (1) BASEBAND NOKIA ABTA 14.2" x 8.6" x 1.1" 4.41 HPL3 600A LARGE 1 SSC CABINET ADD NEW (3) BASEBAND NOKIA ABIC 0.98" x 8.62" x 14.33" 5.94 HPL3 600A LARGE 1 BBC CABINET ADD NEW (1) BASEBAND NOKIA ASIB 1.8" x 8.6" x 14.8" 6.61 HPL3 600A LARGE 1 BBCCABINET ADD NEW (1) TELCO CABINET CHARLES RL1000 26" x 22" x 20" 90 ON H-FRAME - ADD NEW (1) PPC/DISCONNECT INTERSECT AA-G-1220042-3R-CL-L 20" x 10" x 39" 75 ON H-FRAME - NEWT -MOBILE CUBE, CAC PANEL, AND SERVICE 3 8 9 11 e LIGHT ON NEW H-FRAME MOUNTED TO EXISTING SLEEPERS EXISTING T-MOBILE (ECC1920-VPUB) DIPLEXER (2 PER SECTOR, 3 SECTORS, 6 TOTAL) ON NEW UNISTRUT MOUNTED TO EXISTING H-FRAME I \ e \ o \ eie EXISTING T-MOBILE HCS 2.0 ve' \ JUNCTION BOX (2 TOTAL) EXISTe Leo NG T-MOBILE EQUIPMENT TPLLATFORM NEW T-MOBILE PURCELL HPL3 CABINET 6 MOBILE 1 FSME AND 2 A_6 )E CABINETS OVED MOBILE ROUTER IINET OVED � 1\r 03"6" ,' SCALE: 3/4=1'-0"(24x36) I EQUIPMENT PLAN (FINAL) ® (OR) 3/B B. = 1'-0. (11x17) ( NEWT -MOBILE �( BATTERY CABINET 5 A-6 INSIDE CABINET �I a y REV IN �� DF WAS M 55484 o'er C"URA L �sSIONAL�� 01.18.2021 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. T •Mobile®m 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 Technology *Associates PNW MARKET OFFICE 9725 3RD AVENUE NE, STE. 410 SEATTLE, WA 98115 Technology Associates ARCHITECTURE & ENGINEERING 2667 CAMINO DEL RIO SOUTH, STE. 205 SAN DIEGO, CA 92108 3 12/222020 NEW RFDS V 61010512020 EL 2 06/16/2020 ISSUED FOR 100%ANCHORCD MGM 1 D4/20/2020 NEW RFDS V.54/15/20 ANCHOR MGM 0 O6/O6/2019 100%ANCHOR +AAS CD MGM A 05/16/2019 ANCHOR-AAS 90%CD REVIEW EL REV DATE I DESCRIPTION BV SE01631C STEVENS HOSPITAL 2160176TH AVE W EDMONDS, WA 98026 ROOFTOP REVISION Feb 02 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDING & CONSTRUCTION SHEET TITLE EQUIPMENT PLANS SHEET NUMBER Am3ml BLD2020-0626 TOP OF EXISTING FLAGPOLE ELEV. 147.2'AGL RAD CENTER OF EXISTING T-MOBILE ANTENNAS _ _ ELEV. RAD CENTER OOF F EXISTING T-MOBILE ANTENNAS_ ELEV. 98.5' AGL EXISTING T-MOBILE EQUIPMENT AREA, FOR EQUIPMENT PLAN SEE: 1 A-3.1 EXISTING T-MOBILE FHFB (1 PER SECTOR, 3 SECTORS, 3 TOTAL) TO BE REMOVED EXISTING T-MOBILE AHLOA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) TO REMAIN EXISTING T-MOBILE HCS 2.0 PENDANT (2 TOTAL) TO REMAIN EXISTING HOSPITAL FINISH GRADE ELEV. 0% REF EXISTING T-MOBILE (FFHH-65C-R3) ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) TO REMAIN SECTORS ALPHA & BETA TO BE RELOCATED EXISTING T-MOBILE (ETD19V2S12UB) TMA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) TO REMAIN SECTORS ALPHA & BETA TO BE RELOCATED EXISTING T-MOBILE (TMBXX-6516-A2M) ANTENNA (2 PER SECTOR, 3 SECTORS, 6 TOTAL) 3 TO BE REMOVED, 3 TO REMAIN SECTORS ALPHA & BETATO BE RELOCATED EXISTING T-MOBILE FRIG (1 PER SECTOR, 3 SECTORS, 3 TOTAL) TO BE REMOVED LANDLORD SIGNATURE WEST ELEVATION (EXISTING) o®' SCALE: 1/16"=1'-0"(24x36) (OR) 1/32" = 1'-0" (11 x17) DISCLAIMER: TOP OF EXISTING FLAGPOLE Y ELEV. 147.2' AGL EXISTING T-MOBILE (FFHH-65C-R3) ANTENNA 1. TOP OF EXISTING FLAG POLE, (1 PER SECTOR, 3 SECTORS, 3 TOTAL) PENTHOUSE AND ANTENNAS ARE BASED ON 1A SURVEY DATED: 1110612015 PROVIDED BY CORNER EXISTING T-MOBILE (ETD19V2812UB) TMA STONE ENGINEERING, INC. (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING T-MOBILE (TMBXX-6516-A2M) ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) TOP OF NEW & EXISTING T-MOBILE ANTENNAS & PENTHOUSE NEW T-MOBILE (AEHC) ANTENNA ei ELEV. 102.5' AG L (1 PER SECTOR, 3 SECTORS, 3 TOTAL) A-6 RAD CTER OF NEW T-MOBILE ANTENNAS _ ELEVEN.101.4' AGL Q RAD CENTER OF EXISTING T-MOBILE ANTENNAS ELEV. 100.0'AGL EEVC98 TER OF EXISTING T-MOBILE ANTENNAS_ 2 NEW T-MOBILE BALLASTIC SLED A-8 ANTENNA MOUNT (2 TOTAL) 2 NEW T-MOBILE EQUIPMENT AREA, FOR A_3,1 EQUIPMENT PLAN SEE: EXISTING T-MOBILE AHLOA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING T-MOBILE HCS 2.0 PENDANT (2 TOTAL) NEW T-MOBILE AHFIG (1 PER SECTOR, 3 SECTORS, 3 TOTAL) u EXISTING HOSPITAL FINISH GRADE ELEV. 0'-0" REF WEST ELEVATION (FINAL SCALE: 1/8" = 1'-0" (24x36) w (OR) 1/16" = V-0" (11x17) L y REV IN DF W Asy/N�o��` M � s��G 55484 o'er C'�RA LENS' \� �sSIONAL�� 01.18.2021 IT IS A VIOLATION OF -FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. T •mMobilem 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 Technology *Associates PNW MARKET OFFICE 9725 3RD AVENUE NE, STE. 410 SEATTLE, WA 98115 Technology Associates ARCHITECTURE & ENGINEERING 2667 CAMINO DEL RIO SOUTH, STE. 205 SAN DIEGO, CA 92108 3 12/222020 NEW RFDS V 61010512020 EL 2 06/16/2020 ISSUED FOR 100%ANCHORCD MGM 1 D4/20/2020 NEW RFDS V.54/15/20 ANCHOR MGM 0 08/08/2019 100%ANCHOR +AAS CD MGM A 05/16/2019 ANCHOR-AAS 90%CD REVIEW EL REV DATE DESCRIPTION BV SE01631C STEVENS HOSPITAL 2160176TH AVE W EDMONDS, WA 98026 ROOFTOP REVISION Feb 02 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDING & CONSTRUCTION SHEET TITLE ELEVATIONS SHEET NUMBER A=4 BLD2020-0626 TOP OF EXISTING FLAGPOLE ELEV.147.2'AGL LANDLORD SIGNATURE 0 TOP OF EXISTING T-1 ELEV. 102.5'AGL RAD CENTER OF EXI ELEV. 100.0'AGL RAD CENTEOF EXI ELEV. 98.5' ARGL EXISTING T-MOBILE ( (1 PER SECTOR, 3 SE TO REMAIN SECTORS ALPHA & E EXISTING T-MOBILE I (1 PER SECTOR, 3 SE TO REMAIN SECTORS ALPHA & E EXISTING T-MOBILE I (2 PER SECTOR, 3 SE 3 TO BE REMOVED, 3 TO REMAIN SECTORS ALPHA & E EXISTING HOSPITAL FINISH GRADE ELEV. 0'-0" REF NORTH ELEVATION (EXISTING) o®' SCALE: 1/16"=1'-0"(24x36) (OR) 1/32" (11 x17) DISCLAIMER: TOP OF EXISTING FLAGPOLE ELEV. 147.2'AGL 1. TOP OF EXISTING FLAG POLE, PENTHOUSE AND ANTENNAS ARE BASED ON 1A SURVEY DATED: 1110612015 110612015 PROVIDED BY CORNER EXISTING T-MOBILE SECTORS, 3 TO) ANTENNA STONE ENGINEERING, INC. (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING T-MOBILE (TMBXX-6516-A2M) ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) J TOP DF NEW & EXISTING T-MOBILE ANTENNAS & PENTHOUSE u NEW T-MOBILE (AEHC) ANTENNA 1 ELEV.102.5' ABC A-6 � RAD CENTER OF NEW T-MOBILE ANTENNAS EXISTING T-MOBILE (ETD79V2S12UB) TMA Q ELEV. 101.4(1 PER SECTOR, 3 SECTORS, 3 TOTAL) ' AGL (1 PER SECTOR, 3 SECTORS, 3 TOTAL) NEW T-MOBILE BALLASTIC SLED e2 = EEVC100.0' AGL EXISTING T-MOBILE ANTENNAS ANTENNA MOUNT (2 TOTAL) A-8 EEVC9ENTER 8.5'AGLF EXISTING T-MOBILE ANTENNAS - - - EXISTING HOSPITAL FINISH GRADE ELEV. 0'-0" REF I NORTH ELEVATION (FINAL NEW T-MOBILE EQUIPMENT AREA, FOR EQUIPMENT PLAN SEE: 2 A-3.1 r-----1; -.J�- - - _. f------F-------I SCALE: 1/8" = 1'-0" (24x36) w (OR) 1/16" = 1'-0" (11x17) L y REV IN W Asy/N�o��` N ► � 55484 G o'er CTURA L �sSIONAL�� 01.18.2021 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. T •mMobile®m 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 Technology *Associates PNW MARKET OFFICE 9725 3RD AVENUE NE, STE. 410 SEATTLE, WA 98115 Technology Associates ARCHITECTURE & ENGINEERING 2667 CAMINO DEL RIO SOUTH, STE. 205 SAN DIEGO, CA 92108 3 12/222020 NEW RFDS V 61010512020 EL 2 06/16/2020 ISSUED FOR 100%ANCHORCD MGM 1 D4/20/2020 NEW RFDS V.54/15/20 ANCHOR MGM 0 OB/O6/2019 100%ANCHOR +AAS CD MGM A 05/16/2019 ANCHOR-AAS 90%CD REVIEW EL REV DATE I DESCRIPTION BV SE01631C STEVENS HOSPITAL 2160176TH AVE W EDMONDS, WA 98026 ROOFTOP REVISION Feb 02 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDING & CONSTRUCTION SHEET TITLE ELEVATIONS SHEET NUMBER A=5 BLD2020-0626 PURCELL HPL3 LARGE BATTERY CABINET OUTDOOR CABINET 1. KNOCKOUT FOR ETHERNET TO 200AH PLINTH (OPTIONAL) DIMENSIONS, HxWxD: (60.4"x30"x33.8") FOR ALARMS 4. BATTERY BRACKETS WEIGHT: 350lbs (CABINET ONLY) 2. KNOCKOUTS FOR BATTERY 5. BATTERY VIBRATION OPERATING TEMP: -40`C TO+50°C WIRES MOUNTS COOLING: DIRECT AIR COOLING (2) FANS 3. 4X BATTERY SHELVES, UP 6. SKU# 34038 PURCELL 2" —REFERENCE MANUFACTURER'S SPECIFICATIONS FOR DETAILED EQUIPMENT INFORMATION 33.8" 30" 31.6" 1. 3. O z. 0 4. O 0 5. 0 0 O v 0 I 0 D PLAN VIEW SIDE VIEW FRONT VIEW ISOMETRIC VIEW OPEN FRONT VIEW NOKIA: MASSIVE MIMO ADAPTIVE ANTENNA (AEHC OUTPUT POWER: 5 W / TRX (320 W total, 2 W/MHz up to 160 MHz) FREQUENCY RANGE: 2496 MHz - 2690 MHz 3GPP B41 DIMENSIONS: 38.2"x 5.9"x21.5" (WITH FRONT COVERS) WEIGHT: 108.0 LBS RET EAC OPT 1-4 DC IN GND 00000 e HI I NOT USED " 10 1 CABINET SPECIFICATIONS "� 4 1 ANTENNA SPECIFICATIONS NOKIA: 7250 IXR-e PARAMETER DIMENSIONS (HXWXD): CHASIS WEIGHT (UNPOPULATED): PSU SLOT: MOUNTING: PURCELL: HPL3 600A-48POS, 19-23 IN. RAILS, 6KW-DAC, LARGE SSC OUTDOOR CABINET DESCRIPTION DIMENSIONS, HxWxD: (72"x30"x48") 1.75"X17.251'X10.0" WEIGHT: 4301bs (CABINET ONLY) 7250 IXR-E 24SFP+8SFP28 2QSFP28: 8.5 LBS OPERATING TEMP: -40°C TO +50°C 7250 IXR-E 14SFP+4T: 8.0 LBS COOLING: DIRECT AIR COOLING 2 MOUNT IN A RECOMMENDED 194NCH EQUIPMENT RACK. THE —REFERENCE MANUFACTURER'S SPECIFICATIONS CHASSIS HAS FACTORY -INSTALLED MOUNTING FLANGES FOR FOR DETAILED EQUIPMENT INFORMATION FLUSH -MOUNTING, FACING FORWARDS, IN A 19-INCH RACK. 1 XR-e 24SFP,8SFP28 2QSFP28 FRONT y� �❑8 B wwww ww Mmm%F1wwww®._, a c� nrrwwww wrr== wrrrrn � * I - e T rr Hwwww�ww+ 8�10°- asaa jC] :* * ri rr rr wwwrr H INTERCONNECT ROUTER RAYCAP: POWERPLUS 100-3-1 U DIMENSIONS: 17.6" x 13.5" x 1.7" WEIGHT: 2.1 LBS .. f8l tl a%1 ■Ear .. I Eau 111 Ear "I I� VOLTAGE BOOSTER PLAN VIEW: MOUNTING 11 LEFT VIEW PLAN VIEW: DOOR CLOSED FRONT VIEW 12 1 CABINET SPECIFICATIONS PLAN VIEW: DOOR OPEN RIGHT VIEW NOKIA: AIRSCALE 4T4R DUAL MID -BAND RADIO FEATURES: 4T4R DUAL MID -BAND RADIO LED CONVENIENCE LTE + 5G LIGHT INSIDE DIMENSIONS: 27.6" x 13.4" x 5.6" (HxWxD) WEIGHT: 79.4 LBS 23 OR 191NCH RACK RAILS THERMALSYSTEM CONTROL UNITS DUAL FAN DRECT AIR COOLING SYSTEM 30,000W DC POWER PLANT 48 POSITION DC DISTRIBUTION 150OW HEATER ENCLOSURE DESIGNED TO COMPLY WITH GR487 ISSUE 5 WIND DRIVEN RAIN HYDROGEN OUT GASSING ACOUSTIC EMISSIONS MERV 16 SALT FOG CORROSION RESISTANCE ZONE 4 SEISMIC VARIOUS OTHER SAFETY, THERMAL, WATER INTRUSION IMPACT, AND PULL TESTS REAR VIEW ISOMETRIC VIEW PLAN VIEW SIDE VIEW FRONT VIEW PERSPECTIVE VIEW: AHFIG �A — 2 N T S CABINET, PER PLAIN 2" SQUARE GALVANI STEEL SHIM PLATE\ �^•^ REQUIRED TO LEVEI 11� EXISTING 6X8 WOOF • 4� .,"�.+ PLATFORM INTERNAL ROUTING & FRONT VIEW 6 1 CABINET ANCHOR DETAIL DIAM. LAG SCREW W/ 4" EDMENT @ EACH INER 3 y REV IN � DF W Asy /N�o�,��` -�i M 55484 o'er C'URA 01.18.2021 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. T •Mobile®m 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 Technology *Associates PNW MARKET OFFICE 9725 3RD AVENUE NE, STE. 410 SEATTLE, WA 98115 Technology Associates ARCHITECTURE & ENGINEERING 2667 CAMINO DEL RIO SOUTH, STE. 205 SAN DIEGO, CA 92108 3 12/222020 NEW RFDS V 61010512020 EL 2 06/16/2020 ISSUED FOR 100%ANCHOR CD MGM 1 D4/20/2020 NEW RFDS V.54115120 ANCHOR MGM 0 Oa/0a/2019 100%ANCHOR +AAS CD MGM A 05/16/2019 ANCHOR-AAS 90%CD REVIEW EL REV DATE I DESCRIPTION BY SE01631C STEVENS HOSPITAL 2160176TH AVE W EDMONDS, WA 98026 ROOFTOP REVISION Feb 02 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDING & CONSTRUCTION SHEET TITLE DETAILS SHEET NUMBER A=6 BLD2020-0626 NOKIA: AIRSCALE SUBRACK INDOOR (AMIA) DIMENSIONS: 5.1"x 15.7" x 17.6" WEIGHT: 11.21bs. (AMIA ENCLOSURE) INGRESS PROTECTION: IP20 OPERATING TEMPERATURE: -5"C UP TO +55"C OR 60"C (INDOOR) INSTALLATION TEMPERATURE: MAIN PROPERTIES: IT SUPPORTS UP TO 2 AIRSCALE COMMON PLUG-IN UNITS. IT SUPPORTS UP TO 6 AIRSCALE CAPACITY PLUG-IN UNITS. I CAN BE INSTALLED INSIDE A 19" WIDE RACK OR CABINET. IT INCLUDES A SUBRACK FRAME, A BACKPLANE FOR HIGH BANDWIDTH INTERCONNECT BETWEEN AIRSCALE COMMON AND AIRSCALE CAPACITY PLUG-IN UNITS, HAS FANS WITH CHANGEABLE AIRFLOW DIRECTION, AND HAS BLIND -UNITS TO PREVENT COOLING AIRFLOW LEAKAGE. FRONT AND REAR VIEWS NOKIA: AIRSCALE CAPACITY UNIT (ABTA DIMENSIONS: 14.2"X8.6"X1.1" WEIGHT: 4.41 Ibs. PRODUCT CODE: 473096A FUNCTIONS: INDOOR CAPACITY EXTENSION PLUG IN UNIT. HAS 6 OPTICAL RF INTERFACES UP TO 6 Gbps OBSAI OR 9.8 Gbps CPRI. IQ -COMPRESSION IS SUPPORTED WITH 3 CPRI LINKS ---------------------- PERSPECTIVE VIEW NOKIA: AIRSCALE BASEBAND 5G ONLY CARDS FEATURES: INITIAL AIRSCALE BASEBAND 5G ONLY CARDS DIMENSIONS: 8.6" x 14.2" x 1.7 WEIGHT: 6.6 LBS PERSPECTIVE VIEW NOT USED I � �:' 10 IAMIA �I NLC NTC 7 1 A B I A NTR ASK N T C NOKIA: AIRSCALE BASEBAND 5G ONLY CARDS (ABIL) NOKIA: AIRSCALE CAPACITY BASEBAND MODULE FEATURES: INITIAL AIRSCALE BASEBAND 5G ONLY DIMENSIONS: 1.8"x8.6"x14.8" CARDS WEIGHT: 6.61 Ibs. PRODUCTCODE: LTE3178 FUNCTIONS: INDOOR COMMON PLUG IN UNIT. INCLUDES TRANSPORT AND CENTRALIZED CONTROL FUNCTIONS FOR SUPPORTED RADIO ACCESS TECHNOLOGIES. a (r •. 1 • 1N 1 1 • 11/ I. it �1 • 1/ 1 I II t PERSPECTIVE VIEW PERSPECTIVE VIEW NOT USED SCALE NTC 11 NOT USED SCALE NTR 8 ABIL SCALE NTC 5 ASIB SCALE N T R 2 NOT USED"� 12 1 NOT USED N.T.S. NOKIA: AIRSCALE CAPACITY BASEBAND MODULE (ABIC DIMENSIONS: 0. 9 8"x 8.62"x 14. 33" WEIGHT: 5.841bs. PRODUCT CODE: 474723A FUNCTIONS: ENHANCED INDOOR CAPACITY EXTENSION PLUG IN UNIT. 9 1 ABIC PERSPECTIVE VIEW FSMF DIMENSIONS, HxWxD: 5.2" x 11.76" x 16.6 WEIGHT: 41.91b PERSPECTIVE VIEW: 6 JFSMF 3 y REV IN WAS - C M 55484 o'er C"URA L ENS' \� �SSIO N A'IL. 01.18.2021 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. T • Mobile°• 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 Technology *Associates PNW MARKET OFFICE 9725 3RD AVENUE NE, STE. 410 SEATTLE, WA 98115 Technology Associates ARCHITECTURE & ENGINEERING 2667 CAMINO DEL RIO SOUTH, STE. 205 SAN DIEGO, CA 92108 3 12/22/2020 NEW REDS V 61010512020 EL 2 GBMW2020 ISSUED FOR 100%ANCHOR CD MGM 1 04/20/2020 NEW REDS V.54115/20 ANCHOR MGM 0 OB/)6/2019 100% ANCHOR + AAS ON MGM A 05/16C019 ANCHOR-AAS 90%CD REVIEW EL REV T DATE DESCRIPTION BY SE01631C STEVENS HOSPITAL 2160176TH AVE W EDMONDS, WA 98026 ROOFTOP REVISION Feb 02 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDING & CONSTRUCTION SHEET TITLE DETAILS SHEET NUMBER Am 7 BLD2020-0626 (N) 200A METER BASE (N) 3" GALVANIZED GRID POSTS AND CAPS (TYP.) - (N) HOT DIPPED GALVANIZED UNISTRUT WITH END CAPS (N) 39" x 20" x 10" EMERSON "CAC MODEL" 200A— ELECTRICAL PANEL WITH TRANSFER SWITCH, GEN PLUG, AND SURGE ARRESTOR (N) SCHEDULE 40 1-1/4" PVC CONDUIT TO BATTERY CABINET (N) CAD WELD BLOCK (TYP.) VERIFY IN FIELD DISTANCE OF SLEEPERS (N) LED TECH LIGHT #RAB X34 WITH TIMER AND DUPLEX RECEPTACLE. GFCI RECEPTACLE-LEVITON #GFWR1-W 4HR TIMER-INTERMATIC #FD4H RECEPTACLE COVER-INTERMATIC#WP5220C DOUBLE GANG JUNCTION BOX-#21HD5-2 (N) 26" x 22" x 20" CUBE #LT-RL 1003 WITH T-MOBILE PADLOCK (N) #6 INSULATED SOLID GROUND WIRE (N) SCHEDULE 40 2-1/2" PVC CONDUIT FROM POWER SERVICE POINT -G---- tGG—G—G—G— GROUND LEVEL — EXISTING SLEEPERS (N) #2 SOLID BARE TINNED WIRE BONDED TO MGN OR 3 POINT GROUND SYSTEM UTILITY H-FRAME DETAIL J I.NLC N.T.S. RAB I OUTDOOR SERVICE LIGHT: X34-35L/120 INTERSECT: AA-G-1220042-3R-CL-L DIMENSIONS: 6-1/8" x 5-314" x 1-5/8" (FLOODLIGHT) MANUFACTURER: INTERSECT DRIVER INFO: MODEL: AA-G-1220042-3R-CL-L/R TYPE: CONSTANT CURRENT FEATURES: 120/240; 200 A, 10; 3-SOURCE MAINS; ASCO SERIES 300-G PLUS MTS; 120V: 0.3A STRIKESORB; 42 POSITION SQUARE D PANELBOARD; ACCESSORIES INPUT WATTS: 34.1 OW 4AR, 11 BE, 18RX; NEMA TYPE 3R ENCLOSURE; ICGC LEFT/RIGHT LED INFO: WATTS: 35.00W COLOR TEMP: 5000K (COOL) COLOR ACCURACY: 85 CRI L70 LIFESPAN: 50,000 LUMENS: 3,501 EFFICACY: 102.7 LPW 6-1/B• 1.5/S' 1 55.5mm 41 mm i3'14' 95 mm El s-v4• 1205 mm 2-314' 70m PLAN VIEW ELEVATIONS FRONT ELEVATION Al PAM UST PARTOESCRIPTION BIB' OD x 174' SON 40 GALVANIZED PII US' 00 x 12V SON 40 GALVANIZED PII 2-8/8' X 84' SCH 40 GALVANIZED PIPE 1 7 1 2 1 X-RTP14 I FRONTAND BACK HORIZONTALTRAY SUPPORTWELOMENT I 1 84.88 1 128.77 1 DETAIL A �+ �I ©A ON12 ''� m I it\�\ DETAIL : IM" n 2' HDG HEX BOLT GR5 ,M' HDG USE FLATWASHER In' HDG LOCKWASHER 1M' HDG HEAVY 2H HEX NUT x, xz ••, • 20 x2 10 \`\} 17 ,B 18 % 15 I ,8 18 1] \ t0 16 DETAIL C 18 - -r--� \ DETAIL D DETAIL E 1, DETAIL F u TOLERANCE NOTES scab (��p o TOLERANCEBONDIMENSKINS,UNLESBOTHERWISENOTEDARE: 3LEVEL M 5¢pinwnnp Wnu.OA� SAWED,SHEAREDANDOAB CUTEDGES( O." RRUIEOUIPMENT RACK Ti J 1.88&)53iC46 PM gMM OA DRILLEDANDGAS CUTHOLEB% 0.M?-NOCONINGOFHOLES FOR RTP FRAMES LASER CUT EWES AND HOLES o0.0f0). NOCONINO OF HOLES A vxlmen,*mWlf MEN OB ARESIMDEGREE ALLOT A MACHINING 00.AT0% N. o. APPIK—L RTxo. ALLOINERASSEMBLY(f0.OB0) CEK W412312015 E RTP14-3RRU xo. �B1 01 eRACUSTOMER BMcEeB4n412015 a RTP14-3RRU SERVICE LIGHT "A`t.S11 ELECTRICAL PANEL "N 8 NON PENETRATING ROOFTOP ANTENNNA MOUNT N.T.s. 2 N.. N.T.S. T PANTROL: PANLOC LITE CHARLES UNIVERSAL BROADBAND ENCLOSURES (CUBE) RL1000 SERIES BACKHAUL CABINETS 5.5"x8"xl/4" A36 GALV.STEEL PLATE 3" STD A53 GALV. STEEL PIPE 5' — LENGTH FOR H-FRAME — (4) 1/2"0 LAG SCREW 4" EMBED. AT EACH CORNER. APPLY WATER PROOFING SILICON SEALANT AT EACH LAG LOCATION EXISTING 6x8 SLEEPER F„=70KSi PLAN VIEW H-FRAME MOUNTING ELEVATION 3"STD A53 GALV. I DIMENSIONS: STEEL PIPE 5' FEATURES: LENGTH FOR H-FRAME Fes.,=70KSi 12 1 CAM LOCK MANUFACTURER: CHARLES 10.5"H X TIN X 9.25"D MODEL: CUBE RL1003 ELIMINATES MULTIPLE GENERATOR PLUGS AND ADAPTERS DIMENSIONS: 22"H x 22"W x 20"D INDUSTRY STANDARD, COLOR CODED SINGLE POLE CONNECTORS WEIGHT: 90 LBS (EMPTY) TOUCH SAFE DESIGN INDUSTRY STANDARD MOUNTING DECREASED RU: 14 DOWN TIME 200A, 3-PHASE CAPABILITIES KAIC RATING: UP TO 10',0 MOUNTING RAILS: 19" FIXED RAIL AMPS ALUMINUM CONSTRUCTION REMOVABLE ACCESS COVER EASE LOAD CENTER: NONE OF USE UL�LISTED M�II �I QO 0 0 (0 O 5X 01.75/02.50 20.1" 19.5" LEFT ELEVATION FRONT ELEVATION RIGHT ELEVATION WITH DOOR OPEN BOTTOM VIEW ELEVATIONS 9 1 BACKHAUL CABINET PLAN VIEW WITH DOOR OPEN 3 y \�EV1/v 6 W Asy/N�o��` -Li M 55484 01 A L 01.18.2021 r1TI.A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. T •Mobile®0 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 Technology *Associates PNW MARKET OFFICE 9725 3RD AVENUE NE, STE. 410 SEATTLE, WA 98115 Technology Associates ARCHITECTURE & ENGINEERING 2667 CAMINO DEL RIO SOUTH, STE. 205 SAN DIEGO, CA 92108 3 12/222020 NEW RFDS V 61010512020 EL 2 0/16/2020 ISSUED FOR 100%ANCHORCD MGM 1 D4/20/2020 NEW RFDS V.54/15/20 ANCHOR MGM 0 D6/O6/2019 100%ANCHOR +AAS CD MGM A 05/16/2019 ANCHOR-AAS 90%CD REVIEW EL REV DATE DESCRIPTION BV SE01631C STEVENS HOSPITAL 2160176TH AVE W EDMONDS, WA 98026 ROOFTOP REVISION Feb 02 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDING & CONSTRUCTION SHEET TITLE DETAILS SHEET NUMBER A=8 BLD2020-0626 Installation Instructions COMMSCC9PE' ® an ,Ile ga Mounting Kits For Wide Panel Antennas Bulletin 639625-1 • Revision C • July 2014 BSAMNT Series: Mounting systems for cylindrical pipe Pape I of 2 installations (6al 15mm pipe diameter) for heavy duty apoFcctions Andrew Instffufe offers instaHafion training. REM NO. DESCRIPTION OTY U/111.1 1 IPECLAMP BRACKET, NO FLANGE 2 EA 2 31PECLAMP BRACKET, SHORT FLANGES 2 EA 3 40TCHED BRACKET 1 EA < RACKET 1 EA 5 CR HH HEX•MBX25,SST,PASS 4 EA 6 SHR,LK,SPLT,MS S7L,GALV 4 EA 7 O HOLE PLATE, 8mm X 1.25 PITCH 2 EA 8 UT,HEX M10,STL,GALV 12 EA 9 SHR,LK.SPLi,M10.STL GALV 6 F11 10 CR,HCS.HEXAAlOX40.STL,GALV 6 EA 11 UT.HEX.M12,STL.GALV 8 EA 12 SHR,FLT.Ml2,13X28X2-5,STI,GALV 4 EA 13 SHR,LK,SPLT,MI2.STL,GALV 4 EA 14 OLT,CARRIAGE,M12X200,STL,GALV 4 EA Part Lists twohde Plate Imm 0 � p8 90 � s O O 1909 M8 bole • Bracket edges parallel to each other. (fully collapsed position) Pre -assembly of Downtilt Brackets MAXIMUM TORQUE M 10 oot• MS 15N.m (11k.Ibs) Top Middle Mount Installations LANDLORD SIGNATURE BSAMNT Mounting Kit commscope (Continued from page 1 ) Bulletin 639825- I • Revision C •July 2014 Pape 2 of 2 MAXIMUM TORQUE M10 37N•m 27ff.IbsJ M12 SBN.m 43ft.111I bottom Mount Installation rFF i ATIENIION: Insert M12 bolts and M12 flat washers into bras kef with tabs prior to attaching bracket to antenna. • Loosen pivot boles . (do 110 pivot bolt M10 prof bofl not remove) i / (loosen only) (loosen only} • Remove adjuster bolts. � MB adjuster bon 1 pe meter location • Adjust antenna angle. (remove to adjust firs) (use inclinometer) 1 I MIO pivot bon • Reinstall adjuster both. (loosen only) • Refighien all bold. - use inclinometer to adjust antenna angle w MS pivot bon •`. •- • I center location w (loosen only) 1 DETAIL A MAXIMUM TORQUE M8 ISN.m (1lff.bs) M10 pivot bolt M10 37N.m (27ff.bs) (loosen only) M12 SBN.m 43ff.bs Adjusting Antenna Tilt SAFETY Nonce The installation, maintenance, or removal of an antenna requies qualified, experienced personnel. Commsoope installation instructions are written for such installation personnel- Antenna systems should be inspected once a year by qualified personnel to verify proper installation, maintenance, and condition of equipment. COmmSCOpe disclaims any liability or responsibility for the results of improper or unsafe installation practices - It Is recommended that transmit power be fumed off when the field installation is performed. Follow all applicable safety precautions as shown on this page. i luu u1.:1 w.rr Wo- ill.. ..'iglu.- :wclu .rv,ev Ww•rr.,•, .aera.a. v,dr. w,d r.n.a Mom 1•..IArwYH•. JJv �. +/444yyIr1�yw V,v.J•i 1,•••. Wryl lr WHIM �411iiy rJ y.rrMm•ai NusvW. rlleua.7rsn n�lr1 n.4Yr�u Vy-.Y•v�J Yil u�J CommScope VIVID comrrlac .cam antlrrr customer Support Center vat our wso � a; www.commsmpe.mm or mn;xt your aC71 sales represerrowe ror more Inrornason. Norm Ame7ca..1-e0C-255-ta79. Opaon 1 Cl2G12 CommSCape. Inc. all rgnta reserrpd. mrematlOn3r-1-T^3-b35b5LU, Op0p11 MOr¢N Ia a7a0PmYR ofCommSmpi. All ttaafmarka 10!!IC'1¢0 by S or ^• are reglctaraa vaoemans or traaemarts, Eman 9.;,4:;upport@CammSmpe.mm resaecovery, or Camm ;cope. Tlll6 aocurent Is -or Planning Purposes only and u: rat Intended m moary or wpplerner; any apedflW Cora Or yarranoea rNatnq t0 Morcvl products or services. SIONM- 1 y REV IN � bottom Mount Installation rFF i ATIENIION: Insert M12 bolts and M12 flat washers into bras kef with tabs prior to attaching bracket to antenna. • Loosen pivot boles . (do 110 pivot bolt M10 prof bofl not remove) i / (loosen only) (loosen only} • Remove adjuster bolts. � MB adjuster bon 1 pe meter location • Adjust antenna angle. (remove to adjust firs) (use inclinometer) 1 I MIO pivot bon • Reinstall adjuster both. (loosen only) • Refighien all bold. - use inclinometer to adjust antenna angle w MS pivot bon •`. •- • I center location w (loosen only) 1 DETAIL A MAXIMUM TORQUE M8 ISN.m (1lff.bs) M10 pivot bolt M10 37N.m (27ff.bs) (loosen only) M12 SBN.m 43ff.bs Adjusting Antenna Tilt SAFETY Nonce The installation, maintenance, or removal of an antenna requies qualified, experienced personnel. Commsoope installation instructions are written for such installation personnel- Antenna systems should be inspected once a year by qualified personnel to verify proper installation, maintenance, and condition of equipment. COmmSCOpe disclaims any liability or responsibility for the results of improper or unsafe installation practices - It Is recommended that transmit power be fumed off when the field installation is performed. Follow all applicable safety precautions as shown on this page. i luu u1.:1 w.rr Wo- ill.. ..'iglu.- :wclu .rv,ev Ww•rr.,•, .aera.a. v,dr. w,d r.n.a Mom 1•..IArwYH•. JJv �. +/444yyIr1�yw V,v.J•i 1,•••. Wryl lr WHIM �411iiy rJ y.rrMm•ai NusvW. rlleua.7rsn n�lr1 n.4Yr�u Vy-.Y•v�J Yil u�J CommScope VIVID comrrlac .cam antlrrr customer Support Center vat our wso � a; www.commsmpe.mm or mn;xt your aC71 sales represerrowe ror more Inrornason. Norm Ame7ca..1-e0C-255-ta79. Opaon 1 Cl2G12 CommSCape. Inc. all rgnta reserrpd. mrematlOn3r-1-T^3-b35b5LU, Op0p11 MOr¢N Ia a7a0PmYR ofCommSmpi. All ttaafmarka 10!!IC'1¢0 by S or ^• are reglctaraa vaoemans or traaemarts, Eman 9.;,4:;upport@CammSmpe.mm resaecovery, or Camm ;cope. Tlll6 aocurent Is -or Planning Purposes only and u: rat Intended m moary or wpplerner; any apedflW Cora Or yarranoea rNatnq t0 Morcvl products or services. SIONM- 1 y REV IN � �0 DF W q Syi o � y M � TURAL 01.18.2021 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEV ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. T ••Mobile®• 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 TechnologyAssociates PNW MARKET OFFICE 9726 3RD AVENUE NE, STE. 410 SEATTLE, WA 98116 TechnologyAssociates ARCHITECTURE &ENGINEERING 2667 CAMINO DEL RIO SOUTH, STE. 205 SAN DIEGO, CA 92108 3 12/22/2020 NEW REDS V 610/05I2020 EL 2 06/16/2020 ISSUED FOR 100 %ANCHOR CD MGM 1 04/20/2020 NEW REDS V.54/15/20 ANCHOR MGM 0 OB/08/2019 100%ANCHOR +qqS GD MGM A 05/16/2019 ANCHOR-AAS 96%CD REVIEW EL REV DATE DESCRIPTION BY SE01631C STEVENS HOSPITAL 2160176TH AVE W EDMONDS, WA 98026 ROOFTOP REVISION 1 Feb 02 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDING 8 CONSTRUCTION SHEET TITLE ANTENNA MOUNTING SPECIFICATIONS SHEET NUMBER A=9 BLD2020-0626 LANDLORD SIGNATURE 1. GENERAL REQUIREMENTS A. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF THE NATIONAL ELECTRIC CODE AND ALL STATE AND LOCAL CODES. NOTHING IN THESE PLANS OR SPECIFICATIONS SHALL BE CONSTRUED AS TO PERMIT WORK NOT CONFORMING TO THE MOST STRINGENT OF THESE CODES. SHOULD CHANGES BE NECESSARY IN THE DRAWINGS OR SPECIFICATIONS TO MAKE THE WORK COMPLY WITH THESE REQUIREMENTS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING AND CEASE WORK ON PARTS OF THE CONTRACT WHICH ARE AFFECTED. B. THE CONTRACTOR SHALL MAKE A SITE VISIT PRIOR TO BIDDING AND CONSTRUCTION TO VERIFY ALL EXISTING CONDITIONS AND SHALL NOTIFY THE ARCHITECT IMMEDIATELY UPON DISCOVERY OF ANY DISCREPANCIES THE CONTRACTOR ASSUMES ALL LIABILITY FOR FAILURE TO COMPLY WITH THIS PROVISION. C. THE EXTENT OF THE WORK IS INDICATED BY THE DRAWINGS, SCHEDULES, AND SPECIFICATIONS AND IS SUBJECT TO THE TERMS AND CONDITIONS OF THE CONTRACT. THE WORK SHALL CONSIST OF FURNISHING ALL LABOR, EQUIPMENT, MATERIALS AND SUPPLIES NECESSARY FOR A COMPLETE AND OPERATIONAL ELECTRICAL SYSTEM. THE WORK SHALL ALSO INCLUDE THE COMPLETION OF ALL ELECTRICAL WORK NOT MENTIONED OR SHOWN WHICH ARE NECESSARY FOR SUCCESSFUL OPERATION OF ALL SYSTEMS. D. THE CONTRACTOR SHALL PREPARE A BID FOR A COMPLETE AND OPERATIONAL SYSTEM, WHICH INCLUDES THE COST FOR MATERIAL AND LABOR. E. WORKMANSHIP AND NEAT APPEARANCE SHALL BE AS IMPORTANT AS THE OPERATION. DEFECTIVE OR DAMAGED MATERIALS SHALL BE REPLACED OR REPAIRED PRIOR TO FINAL ACCEPTANCE IN A MANNER ACCEPTABLE TO OWNER AND ARCHITECT/ENGINEER. F. COMPLETE THE ENTIRE INSTALLATION AS SOON AS THE PROGRESS OF THE WORK WILL PERMIT. ARRANGE ANY OUTAGE OF SERVICE WITH THE OWNER AND BUILDING MANAGER IN ADVANCE. MINIMIZE DOWNTIME ON THE BUILDING ELECTRICAL SYSTEM. G. THE ENTIRE ELECTRICAL SYSTEM INSTALLED UNDER THIS CONTRACT SHALL BE DELIVERED IN PROPER WORKING ORDER. REPLACE, WITHOUT ADDITIONAL COST TO THE OWNER, ANY DEFECTIVE MATERIAL AND EQUIPMENT WITHIN ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE. H. ANY ERROR, OMISSION OR DESIGN DISCREPANCY ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER FOR CLARIFICATION OR CORRECTION BEFORE CONSTRUCTION. I. "PROVIDE": INDICATES THAT ALL ITEMS ARE TO BE FURNISHED, INSTALLED AND CONNECTED IN PLACE. J. CONTRACTOR SHALL SECURE ALL NECESSARY BUILDING PERMITS AND PAY ALL REQUIRED FEES. 2. EQUIPMENT LOCATION A. THE DRAWINGS INDICATE DIAGRAMMATICALLY THE DESIRED LOCATIONS OR ARRANGEMENTS OF CONDUIT RUNS, OUTLETS, EQUIPMENT, ETC., AND ARE TO BE FOLLOWED AS CLOSELY AS POSSIBLE. PROPER JUDGMENT MUST BE EXERCISED IN EXECUTING THE WORK SO AS TO SECURE THE BEST POSSIBLE INSTALLATION IN THE AVAILABLE SPACE AND TO OVERCOME LOCAL DIFFICULTIES DUE TO SPACE LIMITATIONS OR INTERFERENCE OF STRUCTURE CONDITIONS ENCOUNTERED. B. IN THE EVENT CHANGES IN THE INDICATED LOCATIONS OR ARRANGEMENTS ARE NECESSARY, DUE TO FIELD CONDITIONS IN THE BUILDING CONSTRUCTION OR REARRANGEMENT OF FURNISHINGS OR EQUIPMENT, SUCH CHANGES SHALL BE MADE WITHOUT COST, PROVIDING THE CHANGE IS ORDERED BEFORE THE CONDUIT RUNS, ETC., AND WORK DIRECTLY CONNECTED TO THE SAME IS INSTALLED AND NO EXTRA MATERIALS ARE REQUIRED. C. LIGHTING FIXTURES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ONLY. COORDINATE THE FIXTURE LOCATION WITH MECHANICAL EQUIPMENT TO AVOID INTERFERENCE. COORDINATE THE WORK OF THIS SECTION WITH THAT OF ALL OTHER TRADES. WHERE CONFLICTS OCCUR, CONSULT WITH THE RESPECTIVE CONTRACTOR AND COME TO AGREEMENT AS TO CHANGES NECESSARY. OBTAIN WRITTEN ACCEPTANCE FROM ARCHITECT/ENGINEER FOR THE NEW CHANGES BEFORE PROCEEDING. 3. SHOP DRAWINGS A. N/A UNLESS NOTED OTHERWISE. ELECTRICAL GENERAL NOTES 4. SUBSTITUTIONS A. NO SUBSTITUTIONS ARE ALLOWED. 5. TESTS A. BEFORE FINAL ACCEPTANCE OF WORK, THE CONTRACTOR SHALL INSURE THAT ALL EQUIPMENT, SYSTEMS, FIXTURES, ETC., ARE WORKING SATISFACTORILY AND TO THE INTENT OF THE DRAWINGS. 6. PERMITS A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING OUT AND PAYING FOR ALL THE REQUIRED PERMITS, INSPECTION AND EXAMINATION WITHOUT ADDITIONAL EXPENSE TO THE OWNER. 7. GROUNDING A. THE CONTRACTOR SHALL PROVIDE A COMPLETE, AND APPROVED GROUNDING SYSTEM INCLUDING ELECTRODES. ELECTRODE CONDUCTOR, BONDING CONDUCTORS, AND EQUIPMENT CONDUCTORS AS REQUIRED BY ARTICLE 250 OF NATIONAL ELECTRICAL CODE. B. CONDUITS CONNECTED TO EQUIPMENT AND DEVICES SHALL BE METALLICALLY JOINED TOGETHER TO PROVIDE AN EFFECTIVE ELECTRICAL CONTINUITY. C. FEEDERS AND BRANCH CIRCUIT WIRING INSTALLED IN A NONMETALLIC CONDUIT SHALL INCLUDE A CODE SIZED GROUNDING CONDUCTOR HAVING GREEN INSULATION. THE GROUND CONDUCTOR SHALL BE PROPERLY CONNECTED AT BOTH ENDS TO MAINTAIN ELECTRICAL CONTINUITY. D. REFER TO GROUND BUS DETAILS. PROVIDE NEW SYSTEM, COMPLETE WITH CONDUCTORS, GROUND ROD(S) AND DESCRIBED TERMINATIONS. E. ALL GROUNDING CONDUCTORS SHALL BE SOLID LINED COPPER AND ANNEALED #2 UNLESS NOTED OTHERWISE. F. ALL NON -DIRECT BURIED TELEPHONE EQUIPMENT CONDUCTORS SHALL BE #2 STRANDED, GROUND THHN (GREEN) INSULATION. G. ALL GROUND CONNECTIONS SHALL BE MADE WITH "HYGROUND" COMPRESSION SYSTEM BURNDY CONNECTORS EXCEPT WHERE NOTED OTHERWISE. H. PAINT AT ALL GROUND CONNECTIONS SHALL BE REMOVED. I. GROUNDING SYSTEM RESISTANCE SHALL NOT EXCEED 5 OHMS. IF THE RESISTANCE VALUE IS EXCEEDED, NOTIFY THE OWNER FOR FUTURE INSTRUCTION ON METHODS FOR REDUCING THE RESISTANCE VALUE. SUBMIT TEST REPORTS AND FURNISH TO SMART SMR ONE COMPLETE SET OF PRINTS SHOWING "INSTALLED WORK". 8. UTILITY SERVICE A. TELEPHONE AND ELECTRICAL METERING FACILITIES SHALL CONFORM TO THE REQUIREMENTS OF THE SERVING UTILITY COMPANIES. CONTRACTOR SHALL VERIFY SERVICE LOCATIONS AND REQUIREMENTS. SERVICE INFORMATION WILL BE FURNISHED BY THE SERVING UTILITIES. B. CONFORM TO ALL REQUIREMENTS OF THE SERVING UTILITY COMPANIES. 9.PRODUCTS A. ALL MATERIALS SHALL BE NEW, CONFORMING WITH THE NEC, ANSI, NEMA, AND THEY SHALL BE U.L. LISTED AND LABELED. B. CONDUIT: 1. RIGID CONDUIT SHALL BE U.L. LABEL GALVANIZED ZINC COATED WITH ZINC INTERIOR AND SHALL BE USED WHEN INSTALLED IN OR UNDER CONCRETE SLABS, IN CONTACT WITH THE EARTH, UNDER PUBLIC ROADWAYS, IN MASONRY WALLS OR EXPOSED ON BUILDING EXTERIOR, RIGID CONDUIT IN CONTACT WITH EARTH SHALL BE 112 LAPPED WRAPPED WITH HUNTS WRAP ROCESS NO. 3. 2. ELECTRICAL METALLIC TUBING SHALL HAVE U.L. LABEL, FITTINGS SHALL BE COMPRESSION TYPE. EMT SHALL BE USED ONLY FOR INTERIOR RUNS. 3. FLEXIBLE METALLIC CONDUIT SHALL HAVE U.L. LISTED LABEL AND MAY BE USED WHERE PERMITTED BY CODE. FITTINGS SHALL BE "JAKE" OR "SQUEEZE" TYPE. SEAL TIGHT FLEXIBLE CONDUIT. ALL CONDUIT IN EXCESS OF SIX FEET IN LENGTH SHALL HAVE FULL SIZE GROUND WIRE. 4. CONDUIT RUNS MAY BE SURFACE MOUNTED IN CEILING OR WALLS UNLESS INDICATED OTHERWISE. CONDUIT INDICATED SHALL RUN PARALLEL OR AT RIGHT ANGLES TO CEILING, FLOOR OR BEAMS. VERIFY EXACT ROUTING OF ALL EXPOSED CONDUIT WITH ARCHITECT PRIOR TO INSTALLING. 5. ALL UNDERGROUND CONDUITS SHALL BE PVC SCHEDULE 40 (UNLESS NOTED OTHERWISE) AT A MINIMUM DEPTH OF 24" BELOW GRADE. 6. ALL CONDUIT ONLY (C.O.) SHALL HAVE PULL ROPE. 7. CONDUITS RUN ON ROOFS SHALL BE INSTALLED ON 4 X 4 SLEEPERS, 6-0" ON CENTER, SET IN NON -HARDENING MASTIC. C. ALL WIRE AND CABLE SHALL BE COPPER, 600 VOLT, #12 AWG MINIMUM UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. CONDUCTORS #10 AWG AND SMALLER SHALL BE SOLID. CONDUCTORS #8 AWG AND LARGER SHALL BE STRANDED. TYPE THHN INSULATION USED UNLESS CONDUCTORS INSTALLED IN CONDUIT EXPOSED TO WEATHER, IN WHICH CASE TYPE THWN INSULATION SHALL BE USED. D. PROVIDE GALVANIZED COATED STEEL BOXES AND ACCESSORIES SIZED PER CODE TO ACCOMMODATE ALL DEVICES AND WIRING. E. DUPLEX RECEPTACLES SHALL BE SPECIFICATION GRADE WITH WHITE FINISH (UNLESS NOTED BY ARCHITECT/ENGINEER), 20 AMP, 125 VOLT, THREE WIRE GROUNDING TYPE, NEMA 5-20R. MOUNT RECEPTACLE AT +12" ABOVE FINISHED FLOOR UNLESS OTHERWISE INDICATED ON DRAWINGS OR IN DETAILS. WEATHERPROOF RECEPTACLES SHALL BE GROUND FAULT INTERRUPTER TYPE WITH SIERRA #WPD-8 LIFT COVERPLATES. F. TOGGLE SWITCHES SHALL BE 20 AMP, 120 VOLT AC, SPECIFICATION GRADE WHITE (UNLESS NOTED OTHERWISE) FINISH. MOUNT SWITCHES AT+48" ABOVE FINISHED FLOOR. G. PANELBOARDS SHALL BE DEAD FRONT SAFETY TYPE WITH ANTI -BURN SOLDERLESS COMPRESSION APPROVED FOR COPPER CONDUCTORS, COPPER BUS BARS, FULL SIZED NEUTRAL BUS, GROUND BUS AND EQUIPPED WITH QUICK - MAKE QUICK -BREAK BOLT -IN TYPE THERMAL MAGNETIC CIRCUIT BREAKERS. MOUNT TOP OF THE PANELBOARDS AT 6'-3" ABOVE FINISHED FLOOR. PROVIDE TYPEWRITTEN CIRCUIT DIRECTORY. H. ALL CIRCUIT BREAKERS, MAGNETIC STARTERS AND OTHER ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING RATING NOT LESS THAN MAXIMUM SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE SUBJECTED. I. GROUND RODS SHALL BE COPPER CLAD STEEL, 5/8" ROUND AND 10' LONG. COPPERWELD OR APPROVED EQUAL. 10. INSTALLATION A. PROVIDE SUPPORTING DEVICES FOR ALL ELECTRICAL EQUIPMENT, FIXTURES, BOXES, PANEL, ETC., SUPPORT LUMINARIES FROM UNDERSIDE OF STRUCTURAL CEILING, EQUIPMENT SHALL BE BRACED TO WITHSTAND HORIZONTAL FORCES IN ACCORDANCE WITH STATE AND LOCAL CODE REQUIREMENTS. PROVIDE PRIOR ALIGNMENT AND LEVELING OF ALL DEVICES AND FIXTURES. B. CUTTING, PATCHING, CHASES, OPENINGS: PROVIDE LAYOUT IN ADVANCE TO ELIMINATE UNNECESSARY CUTTING OR DRILLING OF WALLS, FLOORS CEILINGS, AND ROOFS. ANY DAMAGE TO BUILDING STRUCTURE OR EQUIPMENT SHALL BE REPAIRED BY THE CONTRACTOR. OBTAIN PERMISSION FROM THE ARCHITECT/ENGINEER BEFORE CORING. C. IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES, OR PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS, ETC., IT MUST BE CLEARLY UNDERSTOOD THAT TENDONS AND/OR REINFORCING STEEL WILL NOT BE DRILLED INTO, CUT OR DAMAGED UNDER ANY CIRCUMSTANCES. D. LOCATION OF TENDONS AND/OR REINFORCING STEEL ARE NOT DEFINITELY KNOWN AND THEREFORE, MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT VIA X-RAY OR OTHER DEVICES THAT CAN ACCURATELY LOCATE THE REINFORCING AND/OR STEEL TENDONS. E. PENETRATIONS IN FIRE RATED WALLS SHALL BE FIRE STOPPED IN ACCORDANCE WITH THE REQUIREMENTS OF THE U.B.C. 11. PROJECT CLOSEOUT A. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, SHORT CIRCUIT, AND FALL POTENTIAL GROUNDING TESTS FOR APPROVAL. SUBMIT TEST REPORTS TO PROJECT MANAGER. CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK IN A COMPLETE AND UNDAMAGED CONDITION. B. PROVIDE PROJECT MANAGER WITH ONE SET OF COMPLETE ELECTRICAL "AS INSTALLED" DRAWINGS AT THE COMPLETION OF THE JOB, SHOWING ACTUAL DIMENSIONS, ROUTINGS AND CIRCUITS. C. ALL BROCHURES, OPERATING MANUALS, CATALOG, SHOP DRAWINGS, ETC., SHALL BE TURNED OVER TO OWNER AT JOB COMPLETION. 1. EQUIPMENT POWER SHALL BE 200A, 10, 3W, 120/208V OR 120/24OV. 2. UTILITY RECEPTACLE IS A GFCI DUPLEX OUTLET INSTALLED IN THE DEADFRONT OF PPC. 3. PROVIDED A MIN. 36" WORK CLEARANCE IN FRONT OF PANELS / SERVICE EQUIPMENT. 4. ALL BREAKERS IN THE ELEC. PANEL ARE RATED 10,000 RMS SYMMETRICAL AMPS, 240V MAX. 75"C. 5. ALL WIRING SHALL BE COPPER 75"C U.N.O. 6. CONDUIT REQUIREMENTS (TYP., U.N.O.) UNDERGROUND: PVC(SCHED 40 OR 80) INDOOR: EMT (RGS IN TRAFFIC AREAS) OUTDOOR: RGS (ABOVE GRADE) 7. APPLETON EMERGENCY GENERATOR PLUG AT 36" A.F.F. CONTRACTOR TO VERIFY EXACT LOCATION WITH LANDLORD AND UTILITY COORDINATOR. 8. PLACE "TRUE TAPE" AND PULL ROPE IN THE CONDUITS AS REQUIRED. ELECTRICAL NOTES SCALE I N.T.S. L A AMPERE ELEC ELECTRICAL MFR MANUFACTURER SAF SAFETY ACCA ANTENNA CABLE COVER ASSEMBLY EMT ELECTRICAL METALLIC TUBING MIN MINIMUM SDBC SOFT DRAWN BARE COPPER ENCL ENCLOSURE MLO MAIN LUGS ONLY SEC SECONDARY AIC AMPERE INTERRUPTING EXIST EXISTING MTD MOUNTED S.N. SOLID NEUTRAL CAPACITY FAC FACTOR MTG MOUNTING SURF SURFACE APPROX APPROXIMATELY F/A FIRE ALARM MTS MANUAL TRANSFER SWITCH SW SWITCH AT AMPERETRIP FLUOR FLUORESCENT N NEUTRAL TEL TELEPHONE AWG AMERICAN WIRE GAGE FT FOOT/FEET N NEW TYP TYPICAL BATT BATTERY FU FUSE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOC. U/G UNDERGROUND BD BOARD G GROUND U.L. UNDERWRITER'S LABORATORY INC. BR BRANCH GEN GENERATOR OH OVERHEAD BRKR BREAKER GFCI GROUND FAULT CIRCUIT INTERRUPTER P POLE U.N.O. UNLESS NOTED OTHERWISE BTCW BARE TINNED COPPER WIRE PCs PERSONAL COMMUNICATION SYSTEM V VOLT BTS BASE TRANSMISSION SYSTEM GND GROUNDING VAC VOLT ALTERNATING CURRENT C CONDUIT GPS GLOBAL POSITIONING SYSTEM PH PHASE W WATT OR WIRE CAB CABINET GR GROWTH PNLBD PANELBOARD W/ WITH CB CIRCUIT BREAKER HDBC HARD DRAWN COPPER WIRE PPC POWER PROTECTION CABINET W/O WITHOUT CKT CRCUIT HIPS HIGH PRESSURE SODIUM PRC PRIMARY RADIO CABINET XFER TRANSFER CONT CONTINUOUS LG LENGTH PRI PRIMARY XFMR TRANSFORMER DEM DEMAND LIPS LOW PRESSURE SODIUM PWR POWER XLPE CROSS-LINK POLYETHYLENE E EXISTING MAX MAXIMUM RCPT RECEPTACLE EGR EMERGENCY GEN. RECEPTACLE MECH MECHANICAL RGS RIGID GALVANIZED STEEL GENERAL ABBREVIATIONS OVERHEAD TELEPHONE/OVERHEAD POWER OHT/OHP OVERHEAD TELEPHONE LINE OHT OHP OVERHEAD POWER LINE POWERRUN E TELCO RUN POWER/TELCORUN T/E G GROUNDING CONDUCTOR GROUNDING CONDUCTOR SCALE ^ NTS 1 3 LIGHTING FIXTURE, 1/175W. METAL HALIDE, HUBBELL CAT #MIC-017F O 5/8" X 10'-0" ,CU. GND ROD 30" MIN. BELOW GRADE. 5/8" X 10'-0" ,CU. GND ROD IN TEST WELL 30" MIN. BELOW GRADE. e CHEMICAL GROUND ROD (XIT GROUND ROD) ■ CADWELD CONNECTION • MECHANICAL CONNECTION 14 HALO GROUND CONNECTION fL CIRCUITBREAKER CONDUIT UNDERGROUND . UTILITY METER BASE _M::� FUSE, SIZE AND TYPE AS INDICATED. ® TRANSFORMER SAFETY SWITCH, 2P-24OV-60A W/60A FUSES, NEMA 3R ENCLOSURE, SQ D CATALOG NO. H222NRB O STEPDOWN TRANSFORMER Qi MANUAL TRANSFER SWITCH, 2P-24OV-200A, NO FUSE, RECEPTACLE, 2P-3W-125V-15A, DUPLEX, GROUND TYPE, NEMA 3R ENCLOSURE HUBBEL CATALOG #5362 LIGHTING FIXTURE, FLUORESCENT, 10.94" x W-0", 2/4OW, ® SURFACE MOUNTING TYPE, HUBBELL LIGHTING CATALOG S TOGGLE SWITCH, iP-125V-15A, HUBBELL CATALOG #HBL #WSW232T 1201CN LIGHTING FIXTURE, FLUORESCENT, 10.94" x 8'-0", 2/95W, SWE ® SURFACE MOUNTING TYPE, HUBBELL LIGHTING CATALOG TOGGLE SWITCH, 1P-120V-15A, "WP" #TWSM232T LIGHTING FIXTURE, HIGH PRESSURE SODIUM, 1/70W, WALL ko MOUNTING TYPE, HUBBELL LIGHTING CATALOG #NRG-307 S O IONIZATION SMOKE DETECTOR.111M HORN 8 AUXILIARY CONTACT, OR 1/50W, HUBBELL LIGHTING CATALOG #NRG-121 120 VAC, GENTEX PART NO. 710OF I -gyp EXIT SIGN, THERMOPLASTIC LED, SINGLE FACE, UNIVERSAL MOUNTING, ® POLE W/BATTERY PACK, HUBBELL LIGHTING CATALOG #PRB COMBINATION, EXIT SIGN 8, EMERGENCY LIGHTING, POLE MOUNTED XFMER EXIT HUBBELL LIGHTING CATALOG #PRC (N) EMERGENCY LIGHTING, 2/50W, HUBBELL LIGHTING CATALOG 0 (E) POLE MOUNTED XFMR u #HE6-50-2-R91 LIGHTING FIXTURE, INCANDESCENT, 1/10OW, WALL I 0 MOUNTING TYPE, HUBBELL LIGHTING CATALOG (N) PAD MOUNTED XFMER #BRH-100-06-1 cl� LIGHTING FIXTURE, HALOGEN, QUARTZ, 1/300W, HUBBELL (E) PAD MOUNTED XFMER LIGHTING CATALOG #QL-505 1 1 GENERAL LEGEND 2 y REV IN �� DF WAS M o'er CTUIRA L 0NA'L 01.18.2021 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. T •Mobile®m 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 Technology *Associates PNW MARKET OFFICE 9725 3RD AVENUE NE, STE. 410 SEATTLE, WA 98115 Technology Associates ARCHITECTURE & ENGINEERING 2667 CAMINO DEL RIO SOUTH, STE. 205 SAN DIEGO, CA 92108 3 12/222020 NEW RFDS V 61010512020 EL 2 06/16/2020 ISSUED FOR 100%ANCHOR CD MGM 1 D4/20/2020 NEW RFDS V.54115120 ANCHOR MGM 0 OB/OB/2019 100%ANCHOR +AAS CD MGM A 05/16/2019 ANCHOR-AAS 90%CD REVIEW EL REV DATE DESCRIPTION BY SE01631C STEVENS HOSPITAL 2160176TH AVE W EDMONDS, WA 98026 ROOFTOP REVISION Feb 02 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDING & CONSTRUCTION SHEET TITLE ELECTRICAL NOTES SHEET NUMBER Eml BLD2020-0626 NOTES: 1. ALL EQUIPMENT (FUSES, CIRCUIT BREAKERS, BUSSING, ETC.) SHALL HAVE A SHORT CIRCUIT RATING EQUAL TO, OR GREATER THAN, THE AVAILABLE SHORT CIRCUIT CURRENT AT THE LOCATION. 2. ALL ELECTRICAL EQUIPMENT SHALL BE U.L. LISTED. 3. ALL ELECTRICAL EQUIPMENT EXPOSED TO THE WEATHER SHALL BE LISTED FOR EXTERIOR USE. 4. SQUARE "0" NOOD PANELBOARD 5. CU-2 SHALL OPERATE ONLY IF CU-1 IS DISCONNECTED FROM POWER BY AUTOMATIC CONTROLS. 6. MULTIPLE CIRCUITS NEED COMMON "OFF' HANDLE CUPS. (N) 200A PPC (E) CONDUIT FROM POINT OF UTILITY (SYTE ry1;3/4"C.TOGROUNDING CONNECTION LANDLORD SIGNATURE AC FAIL (E) (3) #3/0 & (1) #6 GIRD, 2"C (VIF) RELAY ]]�A4fp (N) 200A GENERATOR RECEPTACLE , 5 (N) PURCELL HPL3 600A BATTERY------ ] I I PANEL A CABINET (BATTERY BACKUP) PURCELL HPL3 600A SITE SUPPORT (N) (1) #2 AWG 3/4" C TO (E) CABINET GROUNDING SYSTEM GIRD, 2" C PANEL SCHEDULE 'ri 1 I ONE LINE DIAGRAM 3 1 NEW T-MOBILE CUBE, CAC PANEL, AND SERVICE 3 8 9 11 7 LIGHT ON NEW H-FRAME MOUNTED TO EXISTING A-6 A S A-6 A S A S SLEEPERS NEWT -MOBILE BATTERY CABINET 5 A-6 NEWT -MOBILE PURCELL HPL3 CABINET 6 A-6 NEW (2) 3'YD RIGID CONDUIT (POWER) 315 LF l� >\ u EQUIPMENT ELECTRICAL PLAN EXISTING T-MOBILE SECTORS, 6 TOTAL) DIPLEXER (2 PER SECTOR, 3 SECTORS, 6 TOTAL) ON NEW UNISTRUT MOUNTED TO EXISTING H-FRAME EXISTING T-MOBILE HCS 2.0 JUNCTION BOX (2 TOTAL) EXISTING T-MOBILE EQUIPMENT PLATFORM NEW T-MOBILE 1 FSMF, 2 AMIA, 1 ASIK, 3 ABIL, 1 ABIA, 3 ABIC, 1 ASIB, AND 1 CSR IXRB ROUTER INSIDE CABINET 11 12 1- 2 3 A-6 A-6 A7 A-7 A-7 A-7 5 6 A-7 A-7 i RED SVJ1 COO{Tp-LL - OB�OgJ®6 J3 Jn DAC ALARM C NC NC 2 RED NC 1 '1 G 1 SW1 HEAT BLK HEATER '1oT DOOR OPEN YLtt DETECT I SWITCH ® � HEATER ALARM CODEX ALARM MODULE INSIDE DOOR ALARM SWITCH DOOR ALARM AL1 DOOR ALM BLK RTN DAC ALARM 1 RED AI-2 DAD ALM BLK RTN RED AILS HTR ALM HEATER ALARM 1 BLK RTN BLU AL4 DC ALM BL_I AT:U RTN ORD AILS DC MAL DC POWER ALARM ---OR._HT - RTN __________� GRN AL6 AC MR HULOW �- GRNNJHT_ RTN AL7 BAT CAB DOOR RTN ALS BAT CAB DAC DC ALM ALARM ALARM CABLE DC PP ALM FLY PIN AL 3 BLUE K10-NC 73 DC MIN AL3 RTN BLUANHT K10-C 74 AL4 ORANGE K11-NC 76 DC MAJ AL4 RTN ORGANHT K11-C 77 AC MAINS HI AL5 GREEN K9-NC 170 /LOW AL5 RTN GRNANHT K9-C 71 Isle] I9A] RTN I0I.] IQ5] PT. FRONT DISTRIBUTION COVER AL12 DC ALARTN ARM BILL/BLE 1(BROWN 1iiiii!BLUEn%*NOT PAIR NOT USEDGRN) ALARM WIRING DIAGRAM SL . NGA.T.S 4 A L1 BLK TO HEATER RELAY EATER oar caawBT L2 RED L1 BLK SHELF BLK L1 MDL 182 MDL 384 RED RED L2 G GRN GRN [21 ON ON ON ON ON ON MOLS Li BLK 2 RED 1 BLK SHELF2 BLK L1 �10A MDL 384 L2 RED MOL 182 RED L2 10A 10A G GRN GRN G DCPP REAR VIEW ACPOWER CONNECTIONS A/ :ALE 2 AC POWER WIRING DIAGRAM T.S. 241VAC DINRAIL ASSEMBLY GREEN WIRES TO CAB UPPER LEVEL MGB TERMINALS LOWER LEVEL TERMINALS 0000 0000 0000 000• BLACK RED o p OHO FIELD WIRING 240VAC SINGLE PHASE 60Hz 200A MAX y REV IN WA o'er C"URA L �S°'IONAL�� 01.18.2021 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. T 0 mMobile®0 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 Technology *Associates PNW MARKET OFFICE 9725 3RD AVENUE NE, STE. 410 SEATTLE, WA 98115 Technology Associates ARCHITECTURE & ENGINEERING 2667 CAMINO DEL RIO SOUTH, STE. 205 SAN DIEGO, CA 92108 3 12/2MO20 NEW REDS V 61010512020 EL 2 06/16/2020 ISSUED FOR 100%ANCHORCD MGM 1 D4/20/2020 NEW REDS V.54/15/20 ANCHOR MGM 0 OW06/2019 100%ANCHOR +AAS CD MGM A M16/2019 ANCHOR-AAS 90%CD REVIEW EL REVT DATE DESCRIPTION BV SE01631C STEVENS HOSPITAL 2160176TH AVE W EDMONDS, WA 98026 ROOFTOP REVISION 1 Feb 02 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDING & CONSTRUCTION SHEET TITLE ELECTRICAL PLAN, PANEL SCHEDULE, & DIAGRAMS SHEET NUMBER E=2 BLD2020-0626 LANDLORD SIGNATURE FROM DC DIN DISTRIBUTION `e ICJ' O TO CABINET _�° CQQL ALARM BLOCK SW1 U°U -ib JS J9 J7 jJ J8 J3 J2 J4 COOL JS FROM DOOR 17 DAC HEATER J& ALARM ALARM FROM DC DIN DISTRIBUTION �J' O SW1 -ib HEAT 0 44� ®� � J2 J4 FROM DOOR DOOR OPEN DETECT RED G1 IBLACK TO HEATER BLACK RED ELEMENT ACPWR FROM BLACK RED CIRCUIT BREAKER DC HEATING AND COOLING WIRING DIAGRAM DAC (COOLING) CONTROLLER COHN FUNCTION JI PIWR IN J8 DELTA T JUMPER J9 OUTSIDE TEMPERATURE J7 DACFAN (LOWER) J6 DACFAN (UPPER) J3 ALARM J2 COOLING INHIBIT J4 HEAT REQUEST HEATER CONTROLLER COHN FUNCTION JI PIWR IN J8 HEAT REQUEST J9 COOLING INHIBIT J7 UNUSED J6 HEATER FAN J3 ALARM J2 DOOR SW INPUT J4 HEATER REALY CONTROL NOTE: DIAGRAMS PROVIDED ARE PER MANUFACTURER INSTALLATION GUIDE DC DISTRIBUTION -DOOR OPEN FROM VIEW "TIER" 1 'TIER" 2 'TIER" 3 'TIER' 4 THERMALSYSTEMg o THERMALSYSTEM DAC AND HEATER FUTURE USE ®0 O o DAC AND HEATER FUTURE USET FUTURE USE ® 0 O o FUTURE USE0 ) 0 ° FUTURE USE 110E ® ® o o FUTURE USEo ® 0p ° 0° o0 0° oo Oo ® o° o® o° o® o°oGD o° o® o° o®0° o® o° 0® 0° 0® o° 0® Do 0� 0° o® o° o® o° o® o° o® o° 0® 0° 0GO 0° 0GD o° o® o° o® o° 0GO 0° 0® 0° o0 0° ju.PER_�� O o®o° IUMIEI JUMPER 09 4JUIPER U] OBSERVE CORRECT ALARM PIN ORIENTATION DC POWER WIRING DIAGRAM FROM DIN DISTRIBUTION C( DOOR OPEN DETECT DC CABINET DOOR LIGHT POWER WIRING DIAGRAM ¢ w 0 0 LL a = o 0 K J U U W a 3 m 0 O TO DOOR v+ UPPER FAN v- TO DOOR v+ LOWER FAN v- DC DISTRIBUTION (BLACK WIRE JUMPERS TO FUSE POSOTIONS REMOVED FOR CLARITY) 9 DC POWER WIRING DIAGRAM DC DISTRIBUTION TERMINALS "TIER" 1 OF 4 (SIDE VIEW) RED `BLK TO CABINET DC � C•Z•I- - FUSE BLOCK � � [•Z7 C•Z•] �LZ7 (•z•� REAR CZ] C•Z+] C•Z•� TO LED LIGHT FROM DC PLANT 25A 1 2 0 y REV IN W Asy/N�o��` M o'er CTURA L 0NAL 01.18.2021 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. T •Mobile®0 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 Technology *Associates PNW MARKET OFFICE 9725 3RD AVENUE NE, STE. 410 SEATTLE, WA 98115 Technology Associates ARCHITECTURE & ENGINEERING 2667 CAMINO DEL RIO SOUTH, STE. 205 SAN DIEGO, CA 92108 3 12/222020 NEW RFDS V 61010512020 EL 2 06/16/2020 ISSUED FOR 100%ANCHORCD MGM 1 D4/20/2020 NEW RFDS V.54/15/20 ANCHOR MGM 0 owoa2019 100%ANCHOR +AAS CD MGM A 05/16/2019 ANCHOR-AAS 90%CD REVIEW EL REV DATE DESCRIPTION BV SE01631C STEVENS HOSPITAL 2160176TH AVE W EDMONDS, WA 98026 ROOFTOP REVISION Feb 02 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDING & CONSTRUCTION SHEET TITLE ELECTRICAL DIAGRAMS SHEET NUMBER E=3 BLD2020-0626 ELECTRICAL GROUNDING SPECIFICATIONS 1. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE CURRENTLY IN EFFECT FOR THE AUTHORITY HAVING JURISDICTION. 2. ALL GROUNDING DEVICES SHALL BE U.L. LISTED FOR THEIR INTENDED USE. 3. GROUND WIRES SHALL BE TINNED #2 AWG BARE SOLID COPPER UNLESS OTHERWISE NOTED. 4. CONNECTIONS OF ALL GROUND WIRES TO THE GROUND RING SHALL BE EXOTHERMIC (CAD -WELDED), UNLESS OTHERWISE NOTED. AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND T-MOBILE WIRELESS BROADBAND STANDARDS. 5. GROUNDING CONDUCTORS SHALL BE ROUTED ALONG THE SHORTEST AND STRAIGHTEST PATH POSSIBLE. WHEN REQUIRED, GROUND LEADS SHALL BE BENT TO A MINIMUM OF 8" RADIUS. 6. WHERE GROUND WIRES ARE ROUTED FROM ANY CONNECTION ABOVE GRADE TO THE GROUND RING. INSTALL WIRE IN 3/4"HEAW WALL LIQUID TIGHT FLEXIBLE CONDUIT FROM CONNECTION POINT TO 5" BELOW GRADE AND SEAL THE TOP WITH SILICONE SEALANT. 7. ALL GROUND BARS SHALL BE TINNED, 1/4" COPPER, SECTOR BARS 2", COLLECTOR AND MGB BARS 4", OF SUFFICIENT LENGTH TO ACCOMMODATE ALL REQUIRED CONNECTIONS WITHOUT DOUBLING LUGS, AND EACH INSTALLED WITH ISOLATORS. WHEN CONNECTING GROUND BARS (WITHIN 10 FEET OF GRADE) DIRECTLY TO THE GROUND RING, 2 EA. #2 SOLID DOWNLEADS SHALL BE CAD -WELDED TO THE GROUND BAR, 1 AT EACH OPPOSITE BOTTOM CORNER, AND EACH SHALL RUN IN 3/4" HEAVYWALL LIQUID TIGHT FLEXIBLE CONDUIT FROM GROUND BAR DOWN TO THE GROUND RING. WHEN CONNECTING SECTOR GROUND BARS, DAISY -CHAIN THE GROUND BARS AND RUN 1 EA. #2 AWG STRANDED COPPER WIRE WITH THWN INSULATION FROM THE MIDDLE GROUND BAR TO THE GROUND RING AND CAD -WELD TO THE RING. 8. WHEN ATTACHING STRANDED GROUND LEADS TO THE GROUND BARS, 2 HOLE COMPRESSION LUGS SHALL BE USED, PROTECT WITH WEATHERPROOF HEAT SHRINK, AND WITH A THIN COAT OF "KOP'R SHIELD" OR EQUIVALENT PROPERLY APPLIED AND ATTACHED ONLY WITH STAINLESS STEEL HARDWARE. 9. WHEN GROUNDING EQUIPMENT ENCLOSURES, PANELS, FRAMES, AND OTHER METAL APPARATUS, A #6 AWG STRANDED COPPER WIRE WITH THWN INSULATION SHALL BE ATTACHED UTILIZING A 2 HOLE COMPRESSION TYPE LUG, PROTECTED WITH WEATHERPROOF HEAT A CLEAN AND CORROSION FREE METALLIC SURFACE UTILIZING STAINLESS STEEL SELF -TAPPING SCREWS AS NOTED IN NOTE 10 BELOW. 10. PREPARE ALL BONDING SURFACES FOR GROUND CONNECTIONS BY REMOVING ANY AND ALL PAINT AND CORROSION TO SHINY METAL. FOLLOWING CAD -WELDED CONNECTIONS TO NON -COPPER SURFACES, APPLY ONE COAT OF ANY ANTI -OXIDIZING PAINT, "COLD GALV" OR EQUIVALENT. 11. GROUND RODS SHALL BE COPPER -CLAD STEEL 5/8"x10', SPACED NO LESS THAN 1WON CENTER. 12. ALL GROUND SYSTEM CONDUCTORS AND CONDUITS SHALL BE SECURED UTILIZING ONLY NONMETALLIC, NON-CONDUCTIVE, UV RATED CLAMPS, BRACKET, AND OR SUPPORTS. 13. WHEN REQUIRED, THE CONTRACTOR SHALL ENGAGE THE SERVICES OF AN INDEPENDENT TESTING FIRM TO VERIFY, UTILIZING A MEGGER TEST, THAT THE RESISTANCE TO EARTH OF THE NEW GROUND SYSTEM IS EQUAL TO OR LESS THAN 5 (OHMS). A COPY OF THE COMPLETE TESTING REPORT SHALL BE PROVIDED TO THE T-MOBILE REPRESENTATIVE. 14. ALL MATERIALS AND HARDWARE SHALL SR INSTALLED IN A WORKMAN -LIKE MANNER IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, AND DEFINED IN NFPA-70 AND APPROVED BY A,H,J, LEGEND ■ EXOTHERMIC CONNECTION • MECHANICAL CONNECTION EQUIPMENT GROUND BAR ANTENNA GROUND BAR (AS REQUIRED) #2 AWG GROUND LEAD (AS REQUIRED) NOTE: 1. CONTRACTOR TO REPLACE ALL MISSING GROUND BARS AND GROUNDING CONNECTIONS AS REQUIRED. NOTES & LEGEND NEW #6 AV G 2 TO (E) GRC 4 NEW #6 AV G-2 LIGHT TO ( 4 NEW #6 AV G-2 TO (E) GRC e4 (E) GROUN G-2 VERIFY LC 2 NEW MECI G-2 CONNECTION (TYP.) LANDLORD SIGNATURE FROM (4 N G-2 ID BAR (TYP.) I EQUIPMENT GROUNDINGS" 2 1 1 1 ANTENNA GROUNDING A" ECTOR GROUND BAR e3 D VERIFY LOCATION) G-2 I MECHANICAL LUG NECTION [TYP.) Kltv #6 AWG FROM AHFIG 3 :) GROUND BAR (TYP.) G-2 #6AWG FROM ANTENNA 3 ) SECTOR GROUND BAR G-2 y REV IN �� DF WAS M 55484 o'er CTURA LENS' \� �sS/0NAL�� 01.18.2021 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. T •Mobile®m 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 Technology *Associates PNW MARKET OFFICE 9725 3RD AVENUE NE, STE. 410 SEATTLE, WA 98115 Technology Associates ARCHITECTURE & ENGINEERING 2667 CAMINO DEL RIO SOUTH, STE. 205 SAN DIEGO, CA 92108 3 12/222020 NEW RFDS V 61010512020 EL 2 06/16/2020 ISSUED FOR 100%ANCHORCD MGM 1 D4/20/2020 NEW RFDS V.54/15/20 ANCHOR MGM 0 OB/06/2019 100%ANCHOR +AAS CD MGM A 05/16/2019 ANCHOR-AAS 90%CD REVIEW EL REV DATE I DESCRIPTION BV SE01631C STEVENS HOSPITAL 2160176TH AVE W EDMONDS, WA 98026 ROOFTOP REVISION Feb 02 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDING & CONSTRUCTION SHEET TITLE GROUNDING PLANS SHEET NUMBER G = I BLD2020-0626 I NOT USED 11 NOT USED NOT USED NOTES: EXISTING #6 AWG STRANDED Cu NEW CABINETS GROUNDING KIT: #6 AWG STRANDED Cu WIRES TO EXISTING EQUIPMENT WIRE WITH GREEN, 60OV, THWN INSULATION OR BLACK 1. PROVIDE NO-OX GREASE AT CONTACT SURFACE BETWEEN LUG AND GROUND BAR 2. CONTRACTOR WILL VERIFY BUSS BAR GROUNDING TO THE TOWER OR RING. TYPE HIS 2-YA-2 TYPE XA TYPE YA-2 TYPE GT 3. GROUND BARS AT BOTTOM OF TOWERS OR MONOPOLES SHALL USE EXOTHERMIC CONNECTION. 0 0(�(0>(�00000000000000(�(� 0 00 0�00�0000000000000000� Do 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TWO -HOLE LUG, BOLTED TO GROUND BAR USING 3/8"-16 x 1 1/4"STAINLESS STEEL HEX UNIT BOLTS AND HARDWARE. "q 10 1 MAIN GROUND BAR N-T.S. WEATHERPROOFING KIT (SEE NOTE 3) ANTENNA CABLE- - EXISTING MAIN GROUND BAR TYPE TA TYPE VN TYPE NC TYPE SS TYPE GY EXOTHERMIC WELD TYPE W TYPE IS TVPE VB TYPE PT TYPE GR NOTE: EXISTING (2) #2 AWG SOLID TINNED BARE Cu WIRE TO EXISTING GROUND RING ERICO EXOTHERMIC "MOLD TYPES" SHOWN HERE ARE EXAMPLES. CONSULT WITH MANAGER FOR SPECIFIC MOLDS TO BE USED FOR THIS PROJECT. PROJECT 3" ., 12" TO 24" CABLE GROUND KIT #6 AWG STRANDED Cu WIRE WITH GREEN, 60OV,THWN INSULATION OR BLACK (GROUNDED TO GROUND BAR) ANTENNA AND/OR GPS CABLE "4 1 EXOTHERMIC WELDING N.T.S. CONNECTOR NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT TYPE SHALL BE APPROVED BY TMO PRIOR TO INSTALLATION 3. WEATHERPROOFING SHALL INCORPORATE PPC WEATHERPROOFING TAPE KIT, COLD SHRINK SHALL NOT BE USED. 11 1 NOT USED . T� 8 1 CABLE GROUNDING 12 1 NOT USED"� 9 I NOT USED N.T.S. WIRE SIZE BURNDY LUG BOLT SIZE #6 AWG GREEN INSULATED YA6C-2TC38 3/8" -16 NC S 2 BOLT #2 AWG SOLID TINNED YA3C-2TC38 3/8" -16 NC S 2 BOLT #2 AWG STRANDED YA2C-2TC38 3/8" -16 NC S 2 BOLT #210 AWG STRANDED YA26-2TC38 3/8" -16 NC S 2 BOLT #4/0 AWG STRANDED YA28-2N 1 1/2" - 16 NC S 2 BOLT HEAT SHRINK (CLEAR HEAT SHRINK INDOOR & BLACK HEAT SHRINK OUTDOOR) BURNDY GROUND LUG (SEE TABLE FOR SIZE AND MODEL) NUT (TYP.) LOCK WASHER (TYP.) FLAT WASHER (TYP.) I J I.HLC 1 N.T.S. NOTES: 1. ALL HARDWARE BOLTS, NUTS, LOCK WASHERS SHALL BE STAINLESS STEEL. ALL HARDWARE ARE TO BE AS FOLLOWS: BOLT, FLAT WASHER, GROUND BAR, GROUND LUG, FLAT WASHER, LOCK WASHER AND NUT. 2. COPPER SHIELD, ANTIOX, CR NO-OX OR EQUIVALENT SHALL BE PLACE WHERE ALL DISSIMILAR METALS CONNECT. 3. ALL LUGS ARE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 4. ALL LUGS MUST HAVE INSPECTION WINDOWS. BURNDY GROUND LUG (SEE TABLE FOR SIZE AND MODEL) BARE WIRE TO BE NO-OX AT BOTH ENDS GROUND BAR CONDUCTOR FLAT WASHER BOLT (TYP.) (TYP.) SCALE 2 5 MECHANICAL LUG N.T.S. NOTES: 1. PROVIDE NO-OX GREASE AT CONTACT SURFACE BETWEEN LUG AND GROUND BAR 2. CONTRACTOR WILL VERIFY BUSS BAR GROUNDING TO THE TOWER OR RING. 3. GROUND BARS AT BOTTOM OF TOWERS OR MONOPOLES SHALL USE EXOTHERMIC CONNECTION. ANTENNAS AND AHFIG GROUNDING KIT: #6 AWG STRANDED Cu WIRE WITH GREEN, 60OV,THWN INSULATION OR BLACK TWO -HOLE LUG, BOLTED TO GROUND BAR USING AND HA BOLTS HARDWARE. STAINLESS o po FJ OO O O� O O OOOo O O O O O O O O O O O O O O 6 1 SECTOR GROUND BAR EXISTING 4"x12"x1/4" THK., TINNED GROUND BAR ON WALL, FLOOR OR ON ANTENNA TOWER EXOTHERMIC WELD EXISTING #2 AWG SOLID TINNED BARE Cu WIRE TO EXISTING TOWER GROUND BAR OR MAIN GROUND BAR 3 y REV IN �� DF W Asy/N�o��` M 55484 o'er C"URA L �SS/ONAL�� 01.18.2021 IT IS A VIOLATION OF LAW FOR ANV PERSON, UNLESS THEY A ARE ACTING UNDER THE DIRECTION OF LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. • • • Mobile°• 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 Technology *Associates PNW MARKET OFFICE 9725 3RD AVENUE NE, STE. 410 SEATTLE, WA 98115 Technology Associates ARCHITECTURE & ENGINEERING 2667 CAMINO DEL RIO SOUTH, STE. 205 SAN DIEGO, CA 92108 3 12/22/2020 NEW REDS V 61010512020 EL 2 GBMW2020 ISSUED FOR 100%ANCHOR CD MGM 1 04/20/2020 NEW REDS VS 4115/20 ANCHOR MGM 0 OB/06/2019 100%ANCHOR +AAS CD MGM A 05/162019 ANCHOR-AAS 90%CD REVIEW EL REV DATE DESCRIPTION BY SE01631C STEVENS HOSPITAL 2160176TH AVE W EDMONDS, WA 98026 ROOFTOP REVISION Feb 02 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDING & CONSTRUCTION SHEET TITLE GROUNDING DETAILS SHEET NUMBER G=2 BLD2020-0626 ANTENNA SCHEDULE -FINAL CONFIGURATION TRANSMISSION CABLE SECTOR (COLOR) POSITION EXISTING/ NEW MANUFACTURER ANTENNA MODEL PORT ANTENNA AZIMUTH RAD CENTER DIMENSIONS (LxWxD) WEIGHT (LBS) QTY. LENGTH SIZE TYPE (1) 15' .5"0 HCS 2.0 JUMPER Al EXISTING COMMSCOPE FFHH-65C-R3 OCTO 50° 100.0' 95" x 25.2" x 9.3" 127.6 (2) 15' 7/8110 COAX A2 EXISTING ANDREW TMBXX-6516-A2M QUAD 50° 98.5' 60.1" x 6.6" x 3.3" 34.6 (1) 15, .5"0 HCS 2.0 JUMPER ALPHA (RED) A3 NOKIA AEHC 38.2" 21.5" 5.9" 108.0 15' HCS 2.0 JUMPER NEW MIMO 50° 101.4' x x (1) .5110 (1) 75' 1.5"0 HCS 2.0 TRUNK (1) 15 .5"0 HCS 2.0 JUMPER Bt EXISTING COMMSCOPE FFHH-65C-R3 OCTO 185° 100.0' 95" x 25.2" x 9.3" 127.6 (2) 15' 718"0 COAX B2 EXISTING ANDREW TMBXX-6516-A2M QUAD 1850 98.5' 60.1" x 6.6" x 3.3" 34.6 (1) 15, .5110 HCS 2.0 JUMPER BETA (GREEN) B3 NOKIA AEHC 38.2" 21.5" 5.9" 108.0 15, HCS 2.0 JUMPER NEW MIMO 185° 101.4' x x (1) .5"0 (1) 15, .5110 HCS 2.0 JUMPER Ct EXISTING COMMSCOPE FFHH-65C-R3 OCTO 290° 100.0' 95" x 25.2" x 9.3" 127.6 (2) 15' 7/8"0 1 COAX EXISTING ANDREW TMBXX-6516-A2M QUAD 290° 98.5' 60.1"x6.6"x3.3" 34.6 (1) 15, .5"0 HCS 2.0 JUMPER GAMMA (BLUE) C3 NEW NOKIA AEHC MIMO 290° 101.4' 1 38.2" x 21.5" x 5.9" 108.0 (1) 15' .5110 HCS 2.0 JUMPER (1) 100, 1.5"0 HCS 2.0 TRUNK NOTE: 1. ANTENNA CLEARANCE AND MOUNTING TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION WITH FINAL ANTENNA SPECIFICATIONS, MOUNTING HARDWARE, AND RF DESIGN. 1. CD IS BASED ON RFDS VERSION: 6 DATED: 10/05/2020. LANDLORD SIGNATURE ANTENNA AND COAX GENERAL NOTES: 1. ALL ANTENNA AND COAXIAL ANTENNA CABLE TO BE FURNISHED BY T-MOBILE AND INSTALLED BY CONTRACTOR. 2. COAX COLOR CODING: ANTENNAS TO BE NUMBERED IN A CLOCKWISE MANNER FROM TRUE NORTH AND COLOR CODED AS FOLLOWS. 3. THE ABOVE COAX COLOR CODING APPLIES TO SECTORIZED SITES. FOR OMNI SITES, USE THE ATO, BTO, & GTO COLOR CODES ONLY. 4. COAX SHALL BE TAGGED WITH COLOR CODING AT (2) PLACES USING 1" WIDE WEATHER PROOF COLORED VINYL TAPE AT THE FOLLOWING LOCATIONS: •#1- AT ANTENNA CONNECTION • #2 -AT ENTRY TO EQUIPMENT CABINET 5. RUN COAXIAL CABLE WITH MINIMUM 12" SLACK & 12" FROM EDGE OF EQUIPMENT CABINETS, ACROSS WAVE GUIDE BRIDGE (IF APPLICABLE), UP TO TOWER LEG (IF APPLICABLE), & DISTRIBUTE TO EACH ANTENNA DEVICE. FURNISH AND INSTALL A MINIMUM OF (3) GROUND KITS PER COAXIAL CABLE ACCORDING TO ELECTRICAL DRAWINGS. VERIFY NUMBER OF ANTENNAS, CABLE, & CABLE DIAMETER WITH PROJECT MANAGER. 6. ALL COAXIAL CABLE CONNECTIONS TO BE WEATHER PROOFED. 7. CONTRACTOR TO DIP CABLES AND JUMPERS WHERE NECESSARY. 8. TAGGING: • ALL COAXIAL CABLES TO BE MARKED WITH COLOR CODED TAPE TO INDICATE THE ANTENNA SECTOR. • COLORED ELECTRICAL TAPE SHALL MARK EACH END OF CABLE AND EACH END OF JUMPERS AS CLOSE TO EACH END AS POSSIBLE. (NOT TO INTERFERE WITH WEATHERPROOFING.) 9. COAXIAL CABLE SPECIFICATIONS REQUIRE CABLE SUPPORT EVERY V-0" ON CENTER. CONTRACTOR SHALL SUPPLY SUPPORTS AS REQUIRED TO MEET THIS REQUIREMENT. 10. VERTICAL CONNECTIONS SHALL BE TAPED FROM THE BOTTOM UP SO OVERLAP MOVES WATER AWAY FROM CONNECTION (STEP 9). 11. PROVIDE HEAT SHRINK IN PLACE OF TAPE FOR QUAD POLES AND TMA'S. HEAT SHRINK SHALL BE "CANUSA" WITH ADHESIVE. ELECTRICAL TAPE: 3 LAYERS WITH 2" TAPE AND 3 - LAYERS IN 3/4" TAPE (ALL WITH MINIMUM 50 % CONNECTORS (TYP.) ELECTRICAL TAP BUTYL TAPE (ALSO KNOWN OVERLAP). ALL TAPE ENDS SHALL BE CUT (DO NOT (1 LAYER) AS MASTIC, TAFFY TAPE) STRETCH). COAT WITH 3M SCOTCHKOTE SPRAY SEALER 4" , STEP 1 RF DETAILS STEP 2 STEP 3 COAXIAL CABLE WEATHERPROOFING STEP 4 4" 1 y REV IN W Asy/N�o��` N ► o'er C"URA L �sSIONAL�� 01.18.2021 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. T •mMobile®m 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 Technology *Associates PNW MARKET OFFICE 9725 3RD AVENUE NE, STE. 410 SEATTLE, WA 98115 Technology Associates ARCHITECTURE & ENGINEERING 2667 CAMINO DEL RIO SOUTH, STE. 205 SAN DIEGO, CA 92108 3 12/2MO20 NEW RFDS V 61010512020 EL 2 06/16/2020 ISSUED FOR 100%ANCHORCD MGM 1 D4/20/2020 NEW RFDS V.54/15/20 ANCHOR MGM 0 OB/OB/2019 100%ANCHOR +AAS CD MGM A 05/16/2019 ANCHOR-AAS 90%CD REVIEW EL REV DATE DESCRIPTION BV SE01631C STEVENS HOSPITAL 2160176TH AVE W EDMONDS, WA 98026 ROOFTOP REVISION Feb 02 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDING & CONSTRUCTION SHEET TITLE RF DETAILS SHEET NUMBER R F=1 BLD2020-0626 NOTE: 1. CD IS BASED ON RFDS VERSION: 6 DATED: 1010512020. 12/17/2020 SE01 631 C_Anchor6_2020-12-17 Section 3 - Proposed Template Images 56792EZ_U21 Modified.jpg Configuration 56792EZ_U21 * For 5G and LTE Airscale BB dimensioning refer to Fiber Port matrices. (Alpha, Beta &Gamma) LB+IvjB ORo ! FDD - Lowband MB Quad Passive Antenna B12 (L700)-5 MHz Passive Antenna B71 (L600) —10 MHz B71 (N600) —10 MHz ■ FDD - Midband B4 (L2100) — 20 MHz C I B2 (L1900) — 20 MHz B25 (1-3900) — 20 MHz B66 (AWS3) — 5MHz 12 11 10 s L d] 6 5 :4 3 2 1 TOO - Band 41 L2.5(2.SGHz)-60 MHz N41(2.5GHz) — 300MHz +2nd carrier (<=80MHz) AHFIG AHLOA Style 3B AWs+PCs 700+600 TMA w„o•: Top w•o•. ------------------------------------------------------ Ground HCS2.0 HC52.0 Rooftop Rooftop Dlplexer Diplexer FSMF 5G Airscale UNITS PCs FRIA LTE FDD/TDD FRIA Airscale1 FRIA -11 Notes: hftps://rfds-prod-web-core-secure.geo.cf.t-mobile.com/DataSheeVPrintout10961 ab2b-55el-4bcO-bf6a-Odf6e988fefe?layoutld=758fOaOc-af5O-4911-a4f... 2/12 RF DIAGRAM LANDLORD SIGNATURE NOKIA ITEM CODE/SECTOR PRODUCT NAME 474335A M x 2 FOCZ QSFP+ 410 km SM 474385A I■ x 2 FOUF SFP+ 10GBASE-LR 1271 nm CWDM 10 km SM 474386A I■ x 2 FOUG SFP+ 10GBASE-LR 1291 nm CWDM 10 km SM 474387A IN x 1 FOUH SFP+ 10GBASE-LR 1311 nm CWDM 10 km SM 474388A IN x 1 FOUI SFP+ 10GBASE-LR 1331 nm CWDM 10 km SM 474829A IN x 2 AOSB QSFP28 SM 10 km LC FTLX1370W4BTL IN x 4 SM SFP 1310 nm CPRI 9.8G 1.4km (CPRI) 473471A IN x 31 FOTA Optical SFP+ 1OGBase-SR 850nm MM FTLX8573D3BTL IN x 31 10Gb/s 850nm Multimode SFP+ Datacom Transceiver NOTE: JDSU AND EXFO GEAR CAN BE USED TO READ WAVELENGTH ON THE SFPs. • PORT CONNECTIOI MAY VARY AND ARI RFx ('x' CAN BE 1-6) • AHFIB/AHFIG IS ON IXR-e ABIL ASK 1 y REV IN DF W Asy/N�o��` ' N ► 55484 o'er CT�RA L �s�70NAL�� 01.18.2021 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. T 0 mMobile0 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 Technology *Associates PNW MARKET OFFICE 9725 3RD AVENUE NE, STE. 410 SEATTLE, WA 98115 Technology Associates ARCHITECTURE & ENGINEERING 2667 CAMINO DEL RIO SOUTH, STE. 205 SAN DIEGO, CA 92108 3 12/222020 NEW RFDS V 61010512020 EL 2 06/16/2020 ISSUED FOR 100%ANCHORCD MGM 1 D4/20/2020 NEW RFDS V.54/15/20 ANCHOR MGM 0 06/082019 100%ANCHOR +AAS CD MGM A 05/16a019 ANCHOR-AAS 90%CD REVIEW EL REV DATE I DESCRIPTION BY SE01631C STEVENS HOSPITAL 2160176TH AVE W EDMONDS, WA 98026 ROOFTOP REVISION Feb 02 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDING & CONSTRUCTION SHEET TITLE RF DIAGRAM SHEET NUMBER R F=2 BLD2020-0626