Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Plans (58)
, a & . --e,,,-?-„,.0,_ Q)U-10.C., U;Cc—*5 k,-' ) Cek‘NC\N1" -ci1/431 M-• • SITE NAME: CITY OF TIGARD ' ARD Approved by TIGPlannip SITEADDRESS: Initials: a,—..� I 1 19601 SW 72ND AVENUE, STE. 200 TUALATIN, OR 97062 t 6975 SW SANDBURG STREET TIGARD, OR 97223 ` at '"� 'Q" FA #/ SITE ID: __Hvelocirel, Ilc � complsts seirdnss solutions 10094146 / PR35 4004 KRUSE WAY PLACE BLDG.4004,SUITE#220 19801 SW 72ND AVENUE, STE. 200 LAKE OSWEGO,OR 97035 TUALATIN, OR 97062 PROJECT TYPE: LTE 6C / 4TXRX ANTENNA RETRO / 5G NR UPGRADE aCLSGroup a tdamonT company EXISTING 39'-0" ROOFTOP 319 CNAPANOKE RD,SUITE 118 NAOMI,NC 27803 PN:(405)348-5480 FAX:(405)341-4825 LOCATION MAP VICINITY MAP PROJECT TEAM DRAWING INDEX cLs PROJECT ID: 56000-10094146-A+E-P1 a SHEET# SHEET DESCRIPTION !REV.# REVISIONS °_ ENGINEER/ARCHITECT: CLS GROUP Ti TITLE SHEET f 0 REV. DATE DESCRIPTION INITIALS r r =- 3 . - _:-: 319 CHAPANOKE RD, SUITE 118 GN1 GENERAL NOTES Q A 04/11/19 PREUMINARY ISSUE JRL RALEIGH, NC 27603 GN2 GENERAL NOTES o `-. ERIN GRIFFIN -_ -.. , O B 04/16/19 CUENT COMMENTS JRL r 405-348-5461 X5322 Al OVERALL SITE PLAN 0 22 ., A2 SITE PLAN t 19 CLIENT COMMENTS JRL CUSTOMER: 0 C 04/ / ' AT&T MOBILITY A3 EQUIPMENT PLANS Q 3 - "' _.. _. I --. Ji' Portland 19801 SW 72ND AVENUE, STE. 200 A4 1 TOWER ELEVATIONS 0 04/24/19 FOR CONSTRUCTION Ji -= ` TUALATIN, OR 97602 3 1. TIM DOLLOWITCH A5 ANTENNA PLANS 0 " 1 A5.1 ANTENNA & CABLE SCHEDULE 0 0 ' 503-781-8995 A6 EQUIPMENT DETAILS O NOT FOR CONSTRUCTION UNLESS TIGARD PR35 "- APPLICANT. A7 EQUIPMENT DETAILS LABELED AS CONSTRUCTION SET = a 45 421536, -122.747378 gi _ VELOCITEL ON BEHALF OF AT&T MOBILITY „ 4004 KRUSE WAY PL, SUITE #220 G1 GROUNDING DETAILSI 0 ' < 0 °"' LAKE OSWEGO, OR 97035 G2 GROUNDING SCHEMATIC 0 _ E� PROF 1 - TIGARD PR35 CAMILLE COPE5G3 GROUNDING DETAILS 0 !G� S, n 45.421536, -122.747378 COCOPE58-92 ITELCOM El ELECTRICAL DETAILS 0 � NG I N FA, '9/O2 r `ADDENDUM` MOUNT MODIFICATIONS !�, < PROPERTY OWNCR. t 17 1` AMERICAN PROPERTYr MANAGEMENT CORPORATION PROJECT DESCRIPTION 91906PE NQrt).____ 2154 NE BROADWAY, SUITE #200 TOWER SOW � ` , PORTLAND, OR 97232 I Cho < s + %. ',""" 1 SECTOR.REMOVE (E) (2) UMTS TMAS AND (E) (2) DIPLEXERS EACH 2. REPLACE (E) (1) LTE 700/1900 ANTENNA WITH (P) (1) ACE �� 7/10/2011 0- NE DOCUMENT REVIEW STATUS DRIVING DIRECTIONS PROJECT INFORMATION 3. REPLACE (E)4H8 MTSNANTENNA WITH SECTOR.TENNA EACH 1) ACE SFR ' XXQLH-654L4H8-iVT ANTENNA EACH SECTOR. M. B P TITLE _ SIGNATURE DATE FROM PORTLAND INTERNATIONAL AIRPORT: 4. REPLACE (E) (1) LTE 700 RRH WITH (P) 1� LATITUDE: (NAD 83) N 45' 25' 17.5296" (45.421536') (1) AIRSCALE DUAL E IY I1��/ ^ 7�yQr or CONST. COORD.: LONGITUDE: (NAD 83) W 122' 44' 50.5608" (-122.747378') RRH 4T4R B12/B14 320W AHLBA EACH SECTOR. Tyler M.Barker ' lamOn GET ON 1-205 S. FOLLOW I 205 S, 1-84 W/US-30 W AND 1-5 5. REPLACE (E) (1) LTE 1900 RRH AND (1) LTE AWS RRH WITH CLS-Director°r En9inecoration, S TO SW DARTMOUTH ST IN TIGARD. TAKE EXIT 293 FROM 1-5PE 491906PE Exp.12/312019 GROUND ELEVATION: 238' AMSL (P) (1) AIRSCALE DUAL RRH 4T4R B25/B66 320W AHFIB EACH 011 A01427E0000016A452-'D LANDLORD'S REP.: S. TAKE SW 72ND AVE TO YOUR DESTINATION. CONTINUE ONTO SECTOR. SW DARTMOUTH ST. TURN LEFT ONTO SW 72ND AVE. TURN Date- 7 D77,cn=Tyler Bark r PROJECT MANAGER: LEFT ONTO SW SANDBURG ST. TURN LEFT. DESTINATION WILL MARKET: OREGON 6. REPLACE (E) (1) LTE 850 WITH (P) (1) AIRSCALE B5 RRH Date- 1904. 1t p48 BE ON THE RIGHT. 160W ARCA EACH SECTOR. PE# 91906PE ,1s 121/Z�19 JURISDICTION: CITY OF TIGARD 7. RELOCATE (E) (1) LTE WCS ANTENNA IN POSITION 2 TO 1 SITE ACQUISITION: POSITION 3 FOR BETA SECTOR. • .0 COUNTY: WASHINGTON 8. REPLACE (E) (2) #8AWG DC TRUNKS WITH (P) (2) #6AWG DC i TRUNKS. PR35 1 CODE..COMPLIANCE ZONING CLASSIFICATION. C-P 9. INSTALL (P) (64) 16X8X8 CMU BLOCKS BETWEEN (6) TRAYS FA#:10094146 PER BALLAST FRAME (TOTAL CMU WEIGHT PER BALLAST TRAY 3 RF ENGINEER: ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN CONSTRUCTION TYPE: IIB TIGARD MUST BE 2048 LBS) AS PER MOUNT ANALYSIS DONE BY CORE ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING ONE CONSULTING US LTD, MOUNT MODIFICATION REPORT, DATED ° INTERCONNECT: APPLICABLE CODES AS ADOPTED BY THE LOCAL GOVERNING TAX LOT #: 2S101DD00101 MARCH 13, 2019. 6975 SW SANDBURG STREET AUTHORITIES. TIGARD,OR 97223 OPERATIONS: BUILDING CODE: ORSC 2014 MECHANICAL CODE: OMSC 2014 OCCUPANCY TYPE: UNMANNED GROUND SOW a STRUCTURAL CODE: OSSC 2014 ELECTRICAL CODE: OESC 2017 A.D.A. COMPLIANCE: FACILITY IS UNMANNED AND NOT 10. REPLACE (E) PATHFINDER POWER PLANT WITH (P) NETSURF SHEET TITLE 721 POWER PLANT WITH (10) RECTIFIERS. COMPLIANCE: PLUMBING CODE: OPSC 2014 FIRE SAFETY CODE: OFC 2014 FOR HUMAN HABITATION 11. REPLACE (E) (4) MARATHON BATTERY RACK AND (78) A a' 'A • MARATHON BATTERIES WITH (P) VERTIV BATTERY RACK WITH (4) TITLE SHEET K CONST. MANAGER: STRINGS OF 180AH HEAT TOLERANT BATTERIES ONE CALL DO NOT SCALE DRAWINGS 12. INSTALL (P) (1) 3'X3'X3/8" PLATE UNDER (P) NETSURE 721 1 AT&T P.M.: POWER PLANT AND (P) (1) UNDER (P) BBU CABINET AS PER CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS, STRUCTURAL ANALYSIS DONE BY CORE ONE CONSULTING US SHEET NUMBER THE ABOVE PARTIES HEREBY APPROVE & ACCEPT THESE CALL OREGON UTILITY NOTIFICATION SYSTEM LTD, STRUCTURAL ANALYSIS REPORT, DATED MARCH 21, 2019. DOCUMENTS & AUTHORIZE THE CONTRACTOR TO PROCEED WITH811 CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY ( ) (2) EMERSON 48-24V CONVERTER MODULES. 3 WORKING DAYS BEFORE YOU DIG 13. INSTALL P THE CONSTRUCTION DESCRIBED HEREIN. ALL DOCUMENTS ARE THE ARCHITECT OR ENGINEER IN WRITING OF ANY T 1 SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT & (' 811 OR 1-800-332-2344 DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE , MAY IMPOSE CHANGES OR MODIFICATIONS. "`' RESPONSIBLE FOR THE SAME. BASED ON RFDS VERSION 1.00 DATED 11/13/2018. - • S , I ` , % , 4 I te ` GENERAL NOTES ELECTRICAL INSTALLATION NOTES CONT. ' 4. ABBREVIATIONS - 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL 5. EACH END OF EVERY POWER, GROUNDING, AND T1 CONDUCTOR AND CABLE SHALL BE AFF ABOVE FINISHED FLOOR (I at&t APPLY: LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2 INCH AGL ABOVE GRADE LEVEL CONTRACTOR - VELOCITEL PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). THE IDENTIFICATION AMSL APPRMEAN SEA LEVEL SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) METHOD SHALL CONFORM WITH NEC & OSHAINSTALLATIONAPPROXWAMEROXIMATE AND MATCH EXISTING AWG AMERICAN WIRE GAUGE tsaol SW 72ND AVENUE, STE. 200 OWNER - AT&T MOBILITY REQUIREMENTS. BLDG BUILDING TUALATIN, OR 97062 F OEM - ORIGINAL EQUIPMENT MANUFACTURER 6. POWER PHASE CONDUCTORS (I.E., HOTS) SHALL BE LABELED WITH COLOR-CODED BTS BASE TRANSMISSION STATION 2. PRIOR TO THE SUBMISSIONS OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE INSTULATION OR ELECTRICAL TAPE (3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE CLR CLEAR • CELL SITE TO FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS AND TO WITH UV PROTECTION, OR EQUAL). PHASE CONDUCTOR COLOR CODES SHALL CONFORM COL COLUMN CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION WITH THE NEC & OSHA, AND MATCH EXISTING INSTALLATION REQUIREMENTS CONC CONCRETE VeIOCII LIC DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, QUANTITIES AND 7, ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID CND CONDUIT complete vtreies&solutions DIMENSIONS BEFORE STARTING ANY WORK. NOTIFY THE CONSTRUCTION MANAGER OF PLASTIC LABELS. ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, DWG DRAWING ANY DISCREPANCIES OR INSONSISTENCIES BEFORE PROCEEDING WITH THE WORK. PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING, AND FT FOOT 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL 4004 KRUSE WAY PLACE APPLICABLE CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL BRANCH CIRCUIT ID NUMBERS (I.E., PANELBOARD AND CIRCUIT ID'S). EGB EQUIPMENT GROUND BAR BLDG.4004,SUITE#220 APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, 8. PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) ELEC ELECTRICAL LAKE OSWEGO,OR 97035 AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. EMT ELECTRICAL METALLIC TUBING THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL 9. ALL TIE WRAPS WHERE PERMITTED SHALL BE CUT FLUSH WITH APPROVED CUTTING ELEV ELEVATION AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES TOOL TO REMOVE SHARP EDGES. USE LOW PROFILES TIE WRAPS. EQUIP EQUIPMENT AND APPLICABLE REGULATIONS. 10. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE (E) EXISTING LSGrou 4. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW SINGLE CONDUCTOR (12 AWG OR LARGER), 600V, OIL RESISTANT THHN OR THWN-2, EXT EXTERIOR OUTLINE ONLY. CLASS B STRANDED COPPER CABLE RATED FOR 90'C (WET AND DRY) OPERATION; FND F FOUNDATION a te1amon't company 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS GA GUAGE 319 c 1APNI010 R0,SURE 118 EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS OTHERWISE SPECIFIED. GALV GALVANIZED 27 603 AS INDICATED ON THE DRAWINGS. 11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE GPS GLOBAL POSITIONING SYSTEM LAPH:0)348-5480 FAx'(405)341-4625 6. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE CONDUCTOR (6 AWG OR LARGER), 600V, OIL RESISTANT THHN OR THWN-2, CSS B GND GROUND CLS PROJECT ID: 56000-10094148-A+E-P1 a WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. STRANDED COPPER CABLE RATED FOR 90'C (WET AND DRY) OPERATION; LISTED OR LTE LONG TERM EVOLUTION 7. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE + MAX MAXIMUM THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY SPECIFIED. MFR MANUFACTURER REVISIONS • THE CONTRACTOR. 12. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS, OR BELOW GRADE, MGB MASTER GROUND BAR REV. DATE DESCRIPTION INITIALS 8. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND TI SHALL BE SINGLE CONDUCTOR 2 AWG SOLID TINNED COPPED CABLE, UNLESS 3 CABLES, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN OTHERWISE SPECIFIED. MIN MINIMUM A 04/11/19 PRELIMINARY ISSUE JRL 7 DRAWING. SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR SHALL ADD NEW 13. POWER WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI-CONDUCTOR, TYPE TC N.T.S. NOT TO SCALE O.C. ON CENTER B 04/16/19 CUENT COMMENTS JRL TRAYS AS NECESSARY. SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH CABLE (12 AWG OR LARGER), 600V, OIL RESISTANT THHN OR THWN-2, CLASS B PPC POWER o SEDCTION CABINET THE CONTRACTOR. ROUTING OF TRENCHING SHALL BE APPROVED BY CONTRACTOR. STRANDED COPPER CABLE RATED FOR 90'C (WETAND DRY) OPERATION; LISTED OR RBS RADIOR BASED STATION c 04/22/19 CUENT COMMENTS JRL 9. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LABELED FOR THE LOCATION USED, UNLESS OTHERWISE SPECIFIED. IN INCH(ES) 3 LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT 14. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION INT INTERIOR o 04/24/19 FOR CONSTRUCTION Jr 1 SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. WIRE LUGS AND WIRENUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRENUTS LB(S) OR # POUND(S) 9 10. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SHALL BE RATED FOR OPERATION AT ON LESS THAN 75'C (90'C IF AVAILABLE). SF SQUARE FOOT SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FOR THE EXISTING FACILITY. 15. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN STL STEEL I ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATATION. ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND NEC. TYP TYPICAL NOT FOR CONSTRUCTION UNLESS c 11. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. LABELED AS CONSTRUCTION SET 12. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN 16. POSSIBLE.RACEWAY OR CABLE TRAY WILL MATCH THE EXISTING INSTALLATION WHERE UE/UTNOUNDERGROUND OTHERWISE LINO UNLESS NOTED OTHERWISE CONCRETE INSTITUTE (ACI) 301. 17. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC VIF VERIFY IN FIELD 2 13. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL HAVE 4000 PSI STRENGTH SCHEDULE 40, OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL W/ WITH Jw• PROF AT 28 DAYS UNLESS OTHERWISE SPECIFIED. ALL CONCRETING WORK SHALL BE DONE IN DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. XFMR TRANSFORMER F ACCORDANCE WITH ACI 318 CODE REQUIREMENTS. S 14. ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC 13 EDITION 18. ELECTRICAL METALLIC TUBING (EMT) OR ELECTRICAL NONMETALLIC TUBING (ENT), OR 4.. • r �, I N F S, SPECIFICATIONS. RIGID NONMETALLIC CONDUIT (RIGID PVC SCHEDULE 40) SHALL BE USED FOR C 0 P. 15. CONSTRUCTION SHALL COMPLY WITH SPECIFICATION 25741-000-3APS-AOOZ-00002, CONCEALED INDOOR LOCATIONS. I •"GENERAL CONSTRUCTION SERVICES". 19. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BE USED FOR LEGEND 16. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO OUTDOOR LOCATIONS ABOVE GRADE. 91906P COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE 20. RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40, OR RIGID PVC SCHEDULEDRAWINGS MUST BE VERIFIED. SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF 80) SHALL BE USED UNDERGROUND; DIRECT BURIED, IN AREAS OF OCCASIONAL LIGHTE UNDERGROUND ELECTRICAL CONDUITi • ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH VEHICLE TRAFFIC OR ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY -T- UNDERGROUND TELEPHONE CONDUIT Q� v(0-Rao J CONSTRUCTION. VEHICLE TRAFFIC. fid 17. •THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK 21. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED 8 KILOWATT-HOUR METER �� 7j10/20�1 •• • BY SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. ON EXISTING EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. ALSO, WORK MAY 22. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND UNDERGROUND BONDING AND FR M BP`s 4 2 NEED TO BE SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW APPROVED FOR THE LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE. GROUNDING CONDUCTOR. Q• TRAFFICE PERIODS AFTER MIDNIGHT. 23. CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE 0 GROUND ROD ;� /2019 '_-1 18. SINCE THE CELL SITE MAY BE ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND NEC. EXPIRES:12/31 ` ' Tyler M.Barker WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD 24. CABINETS, BOXES AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE • CADWELD CLS'Directorof Engineering �� BE SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS POSSIBLE. PE S 91906PE Exp.12 31(2019 Q D TO DANGER. PERSONAL RF EXPOSURE MONITORS ARE REQUIRED TO BE WORN TO 25. WIREWAYS SHALL BE EPDXY-COATED (GRAY) AND INCLUDE A HINGED COVER, GROUND ROD WITH INSPECTION WELL z ALERT OF ANY DANGEROUS EXPOSURE LEVELS. DESIGNED TO SWING OPEN DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL); AND 19. ALL ANTENNA PIPES SHALL BE SCHEDULE 80. RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 34 (OR BETTER) OUTDOORS. PE# 91906PE P: 12/31/2019 20. LIMITS OF LIABILITY - ITEMS REFERENCED ARE OWER/CLIENT DICTATED ITEMS, OR 26. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL 71 SUPPLIED ITEMS WHICH ARE REPRODUCED WITHOUT ALTERATION AS DIRECTED BY BE GALVANIZED OR EPDXY-COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, OWNER/CLIENT, AND OWNER/CLIENT ASSUMES ANY AND ALL LIABILITY FOR USE OF, AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 34 (OR BETTER) OUTDOORS. PR35 CONSEQUENCES OF, OR INTERPRETATION OF SAID ITEM, SPECIFICATION, OR DIRECTIVE; 27. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, AND AGREES TO INDEMNIFY AND HOLD ENGINEER COMPLETELY HARMLESS. EPDXY-COATED, OR NON-CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA FA#:10094146 21. PROFESSIONAL SEAL - DETAILS, SPECIFICATION(S), OR ITEMS REFERENCED, ARE NOT OS 1; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR PART OF THE PROFESSIONAL DESIGN PERFORMED BY LICENSEE AND THE PROFESSIONAL BETTER) OUTDOORS. a. SEAL DOES NOT APPLY. TIGARD 1 28. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED N F NEMA OS 2; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED 6975 SW SANDBURG STREET (WP OR BETTER) OUTDOORS. TIGARD,OR 97223 ' ELECTRICIAL INSTALLATION NOTES ` 29. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM i THE CONTRACOTR BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION 4. • i 1. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE PANELS. SHEET TITLE REQUIREMENTS OF THE NEC AND TELCORDIA. 30. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, 2. SUBCONTRACTORS SHALL MODIFY EXISTING CABLE TRAY SYSTEM AS REQUIRED TO CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND GENERAL NOTES g SUPPORT RF AND TRANSPORT CABLING TO THE NEW BTS EQUIPMENT. SUBCONTRACTOR STANDARDS TO SAFEGUARD AGAINST LIFE AND PROPERTY. SHALL SUBMIT MODIFICATIONS TO CONTRACTOR FOR APPROVAL. 11• 3. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC AND TELCORDIA. • 4. CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY RUNGS. SHEET NUMBER i 3 G N 1 •' , • . . GROUNDING NOTES RF WARNING SIGNAGE 1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING 12' (TYP} at&t SYSTEM AND LIGHTNING PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR STRICT COMPLIANCE WITH THE NEC (AS ADOPTED BY THE AHJ). THE SITE—SPECIFIC -r— (UL, (UL, LPI, OR NFPA) LIGHTING PROTECTION CODE, AND GENERAL COMPLIANCE WITH 19801 SW 72ND AVENUE, STE. 200 TELCORDIA AND TIA GROUNDING STANDARDS. THE SUBCONTRACTOR SHALL REPORT ANY ACAUTION TUALATIN, OR 97062 VIOLATIONS OR ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. 2. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION, AND AC POWER GES'S) SHALL BE BONDED TOGETHER, AT OR BELOW I\vel IFx�I, IIc GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE e to NEC. compl.t.otr.l.n solutions 3. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL—OF—POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 91) FOR NEW GROUND ELECTRODE SYSTEMS. THE C 4004 KRUSE WAY PLACE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES to BLDG.4004,SUITE#220 AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. TESTS SHALL BE LAKE OSWEGO,OR 97035 PERFORMED IN ACCORDANCE WITH 25471-000-3PS—EG00-0001, DESIGN & TESTING Beyond this point: • OF FACILITY GROUNDING FOR CELL SITES. Raft trequeaeyMidi Alta sae 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND sxcesdPCCrulesAar hulnsn CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED INNM Ford, CI.SGroup ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER ins gmrsshryt.6rrryl3 In redo CIRCUITS sir pisdslaw sv raMng n isao CIRCUITS TO BTS EQUIPMENT. bawrccsrakonnsons, a telamonT company 5. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND ....., BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 AWG y 319 CRAPAN01E RD,STilE 118 STRANDED COPPER OR LARGER INDOORS BTS; 2 AWG STRANDED COPPER FOR 8-546 NC 27((40 OUTDOORS BTS. PH:(JECT I : 560 FAX:0094146-25 6. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW CLS PROJECT ID: 56000-10094148—A+E—P1 5 GRADE. 7. APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR PASTE) SHALL BE USED g ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. REVISIONS i 8. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED REV. DATE DESCRIPTION INrTIALS WITH STAINLESS STEEL HARDWARE TO THE BRIDGE AND THE TOWER GROUND BAR. p 1 A 04/11/19 PRELIMINARY ISSUE JRL 7 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED WARNING 3 FOR GROUNDING CONNECTIONS. B 04/16/19 CUENT COMMENTS JRL n 10. MISCELLANEOUS ELECTRICAL AND NON—ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GOUND RING, IN ACCORDANCE WITH THE NEC. C 04/22/19 CUENT COMMENTS JRL 11. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS 3 WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH 6 0 04/24/19 FOR CONSTRUCnON JT i AWG COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. g 12. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION AM SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR NOT FOR CONSTRUCTION UNLESS i SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN LABELED AS CONSTRUCTION SET : CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON—METALLIC Beyond this point: 441 MATERIAL, SUCH AS PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL exceRadied FCC tulles umenet to acoesd FSC rules for human 1 CONDUIT IS UNAVOIDABLE (E.G., NON—METALLIC CONDUIT PROHIBITED BY LOCAL CODE) exposure. PROFF THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. Teluosbawddplrsndstm13. ALL TOWER GROUND SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF ANSI/TIA guidelemsforworlWg14Wiahrquency ,, * " G I N222. FOR TOWERS BEING BUILT TO REV G OF THE STANDARD, THE WIRE SIZE OF THEBURIED GROUND RING AND CONNECTIONS BETWEEN THE TOWER AND THE BURIED '"" " °GROUND RING SHALL BE CHANGED FROM 2 AWG TO 2/0 AWG. IN ADDITION, THEMINIMUM LENGTH OF THE GROUND RODS SHALL BE INCREASED FOR 8 FEET TO 10 91906PE' FEET. a 14. ALL GROUND WIRE TO RRUS SHALL BE #2 GREEN STRANDED. �� 1 O 3 15. ALL OUTDOOR LUGS SHALL USE BLACK HEAT SHRINK AND INDOOR LUGS SHALL USE �� J CLEAR HEAT SHRINK. GJ 16. ALL OUTDOOR LUGS TO BE LONG BARREL 2 HOLE WITHOUT INSPECTION HOLES AND >`�— ��10l20�� �� i INDOOR LUGS TO HAVE INSPECTION HOLES. � '' � FR M. gP`��Q� P. NOTICE • .. /2019 EXPIRES:12/31((��kI • TyleCLS Director of Engineering /Lvv j OCA.)))M PE A 91906PE Exp.12/31/2019 e. C i PE# 91906PE P: 12/31/2019 3 SI Ratio frewsncy fields beyond this point nk y exceed FCC PR35 g 9nsrsl public sxpcsors lie6, i Oosy ill aa rlgm ane sits gue.ITw FA#:10094146 i smReloading in 0E36 ksy_.ney TIGARD Manmssla $ 6975 SW SANDBURG STREET TIGARD,OR 97223 7 1. • L 7 SHEET TITLE GENERAL NOTES YJ_L C L L9 L i SHEET NUMBER 3 'b GN2 • ■■■■ 1 /�//////////�///// j• , , .,+, 641Z(.4>571/ �L \ 19801 TUALATIN, OSW 72ND R 970625TE. 200 j (E) BUILDING TON\�Gy `1G Veloci IIC II / //�j//� v 'U �� �Pj�y\\ complete vtrNsss solutions / / I \ �, \ 4004 KRUSE WAY PLACE / j `��///// 9'P0 BLDG.4004,SUITE#220 / �� ��� %' '• //// // yy� LAKE OSWEGO�OR 97035 ps//ia a LC18tIIlOII 1�COI11 8I2�r \ CABSGIOU comlow pany _ (E) 39 0 ROOFTOP 319 CHAPAN01E RD,SURE 118 /� .'• Li \ l RAI-ETCH,NC 27993 \`, y,\,, \ o °1iij�' \ / PH:(405)i/8-5480 FAX:(�05 1-1825 \ \ y/ , m !\ �,� / CLS PROJECT ID: 56000-10094146-A+E-P1 II- �/ / i,#is- /// v (€}PARKING i� • / \ / / LOT4.3 ., - - / o 0IDOD REVISIONS _ \\\\\ !� ®®®� o TAX LOT# REV. DATE DESCRIPTION INTMLS 1\`\\ \"-- `V I ® ®.®OD • 2S101 DD00101 \\ A 04/11/19 PRELIMINARY ISSUE JRL 7 --) i 1\` - - - - - _ '�+ 1 V s, B 04/16/19 CUENT COMMENTS JRL °� / - - - \ I/' _ I U (A T4s V Pi ❑ v li / // A I/ / A I/ / V I/ / //� I/ /���`v CR�C �� .s I Q"SMV C 04/22/19 CLIENI COMMENTS JRL ..... J" s s 3 �� ' // -� �,Y _ _ _// - c .� - ` / - �� �i ti, 0 04/24/19 FOR CONSTRUCTION JT , S , , i _ i .� \mss l// _ ` _ \\� ,. \�, r' _C �iY 4 - , I; :�� 111 • , -‘411111111""'.• /'i/ 11\ �/ 1 b ;lj 1\\\ , ' I /, �` �4 ° - ti \ \ NOT FOR CONSTRUCTION UNLESS ? i I/ •61'V -....7 l�\ /�,I I�\\ ',� I\`` �. (E) BUILDING JV .. LABELED AS CONSTRUCTION SET /// (E) PARKING I w o o cn '/ �4;� k" <�� LOT o a i �( P 4Y• 4V Q 3 UY: ( i 4 • JdK \ ...iv, O• `C ti kV '" y S 'z I �� �� �` ' G ' a �; Q ? ' GiNF s� m n �� VUV 44V rr ► 1 J . u:, �� F O C x4 it ► ^., y [� "� 11'�cfir:p �� 91906P r (E) PROPERTY UNE � A4e1f ►p ii (E) BUILDING � ai+T' ti � (E) BUILDING f ` ll �• 1/ '� f— f0/20�� ��y a-. ,j-- (E) BUILDING �/4 PR - r u /r 4 a1u ` 'II ��� �s EXPIRES:12/31 `? /2019 - - `. C \ / `` ''3`a Tyler M Barker /�V Y ` I (E) PARKING u!., a cLs-Director oT Engmeenag �, 7. r_# u 1 ��� LOT y PE #91906PE ExP.12/31/2019 /� 'a j . KY B # K - - :R `' 1.ar ail aa F`� '�1.1 't '\� :li . . . . .r /•� ` PE# 91906PE P: 12/31/2019 e ,�{a •tT ,.u"4ma•�2.,nb` ., T� ^G ��. .v•.v r. r . y •W+ \ • ` 4.' K nse 43, 1 �" V 1 VV ..t P� PR35 \ SW SANDBURG STREET 'V a �t V vs� FA#:10094146 o I - - TIGARD g I 6975 SW SANDBURG STREET TIGARD,OR 97223 I - - SHEET TITLE n OVERALL SITE PLAN L iteN OVERALL SITE PLAN SHEET NUMBER TRUE NORTH SCALE: 1"=80' Al 0' 40 80' 160' 2% 1 / / / / / / � � 7 0 at&t \ / (E) WALL MOUNTED ANTENNA (OTHER tsaot SW 72ND AVENUE, STE. 200 / CARRIER, TYP.) TUALATIN, OR 97062 , // (E) MECHANICAL UNIT Vel4CI IIC (TYP.) �` I \ complete wireless solutions (E) 39'–O" ROOFTOP \ 4004 KRUSE WAY PLACE BLDG.4004,SUITE#220 O \ LAKE OSWEGO,OR 97035 E / .I Arabi �, _ .. mss — ,"\ „.ikii+ * _ \ Graup \amiw \ \ �! / SECTOR ANTENNA \ a telamonE RD,ME any 118 i'♦ 319 CFIAPANq(E RD,SLfIE 118 18 1 O v�y�� \ RALEEH,NC 27603 / 1(E) DOGHOUSE �O �� MOUNT CLS PROJECTPH:405) 56000-10095460 FAX: 4146-A+E-P1 -P1 (E) (3) 1/2” COAX, (E) (6) (E) AT&T LTE *. O 7/8" COAX, (E) (3) RET, (E) GPS ANTENNAVW (2) FIBER AND (E) (3) DC , I POWER REVISIONS I & OTHER, I /-(E) (2) /BAWG DC TRUNKS` TO REV. DATE DESCRIPTION INITIALS p CARRIER GPS BE REPLACED WfIH . (2 ANTENNA/ \ O LJ 1 TRUNKS ` J ` / A 04/11/19 PRELIMINARY ISSUE JRL II B 04/16/19 CLIENT COMMENTS JRL ! (E) CABLE _ i` �� �_ ENTRY / ., 'N H Z C 04/22/19 CLIENT COMMENTS JRL II 1"1 l e 3 / PORT Pillif,\ / 0 04/24/19 FOR CONSTRUCTION JT ® ® ® ®i / \9 (E) FC12 FIBER _ I ���)DISTRIBUTION ili IBOX II - NOT FOR CONSTRUCTION UNLESS ' 0 • LABELED AS CONSTRUCTION SET / \ \ ) ® ® ® ® 'I E AT&T GAMMA-'1 '• CI 'II SECTOR s '.. — �• PRp,cF I ANTENNA / /MOUNT G IN F It 111 ID ID a Ss> i / / (E) LOCATION- \ I '... ��- � O� / OF AT&T 0 — iI v� lul �� � 91906P 1 � # / \ / EQUIPMENT (E) ELEVATED • 3 , _ 7 ROOM O 0 uO k • F — w"-___. 0 ',) 1 CABLE TRAY Q4t-% � O �f— ///0/201 . i \� (E) GENERATOR M. � Q� Sc 40 � O E - O �\ 1 . !. /2019 \ \ A�e%" EXPIRES:12/31�j'�'• ii" f`�\�\----4.",/* CLSer Director Engineering vv / I \ (E) AT&T BETA \``C�%• PE a 91906PE Exp 12/31/2019 n� SECTOR ANTENNA ; �C ¢ MOUNT \ \ I / PE# 91906PE ` P: 12/31/2019 /// 1 , j PR35 \\ ` / \ I , , FA#:10094146 (E) ROOF HATCH ,� / \ _ , \ w/ ACCESS LADDER \ I / / TIGARD g j 1 \ / / ' O Q 6975 SW SANDBURG STREET r ❑ TIGARD,OR 97223 :" / ---- At `\ \ \ 0 0 SHEET TITLE J I SITE PLAN I / E SHEET NUMBER I SITE PLAN TRUE NORTH 1 SCALE: ': `1 1"=20' A2 0 10zo ao % J • (E) MARATHON BATTERY RACKS TO BE REPLACED �P. OF 4) 0 at&t ///////////// /////////////////// 19801 TU72NDAVENUE, 200 / / SW A I OR 97062 i n n /7/////////////////////////////////// / lvelocitel, Ilc // complete wireless solutions / II I _uI 4004 KRUSE WAY PLACE —p`J j BLDG.4004,SUITE#220 ��� / / A LAKE OSWEGO,OR 97035 �� j F rare 410,40���� — (E) CABLE r' � ENTRY PORT � �: (E) FIBER 0 AI A i (E) CABLE LOOP ' (E) (3) 1/2" COAX, (E) (6) 7/8" COAX, (E) (3) // ��f ENTRY PORT — OCLSGroup . ENCLOSURES RET, (E) (2) FIBER AND (E) (3) DC POWER (E) FIBER //� A' A a telamonT F ENCLOSURES LOOP -;!, (E) (3) 1/2" COAX, (E) (6) 7/8" COAX, (E) (3) 319 CHAwIHoI� 118y (E) (2) MING DC TRUNKS TO _ I I RET, (E) (2) FIBER AND (E) (3) DC POWER WEIGH, 847803 ��� BE REPLACED j PH:(405)348-5460 FAX:(405)x1-4625 m (E) DC-DC CONVERTER ✓/ (P) (2) #BAWG DC TRUNKS CLS PROJECT ID: 56000-1009414-6-A+E-P1 / SHELF IN (E) LTE FIF �� RACK 70 BE REMOVED / P '_J e / I ` LTE FIF RACKff- REVISIONS / / / I q` REV. DATE DESCRIPTION INRIALS / FFF FFTF (E) LTE FIF RACK `P P A 04/11/19 PRELIMINCRY ISSUE JRL // F F F e j / F F F F - ------ (E) B 04/16/19 CLIENT COMMENTS JRL // // C 04/22/19 CLIENT COMMENTS JRL 0 3 / \ / / // 0 04/24/19 FOR CONSTRUCTION JT 1 / (E) UMTS CABINET C/ I // \ It � 3 NOT FOR CONSTRUCTION UNLESS 1 / \�\ / / (E) UMTS CABINET LABELED AS CONSTRUCTION SET / \ o -o (E) TELCO DEMARC- // 4 / \ \\ / o -o, (E) TELCO DEMARC III���/// ,§,s PROF s (E) DISTRIBUTION / / \ ri/ 0 (E) GSM / > RACK /� I / 'P 2 2. CABINETS — ° " ° / 7 - (E) DISTRIBUTION t %r 7 (TYP. OF 2) \ (E) GSM > RACKCABINETS __ 9190 6P r / \\ (E) MGB (TYP.) / (T . OF 2) IJ \ / �( 1 O , !(� 3 \ (E) MGB (TYP.) / Q J / > 2 (E) ALARM DEMARC / / \ d d ' / �)- �/10/201� •`,� / (E) ALARM DEMARC —/ <�. .7/ 2 e / � � �� � INsrAu (P)(1 3'x3'x3/8' FR m. 6�����/2019 / _1 1 - / ' / / / (P) POWER TUNS FROM � I AS siRUCTi)JRAL,ANALYS� TylerEXPIRES:12/31(/$ • // / / LTE FIF RACK TIO y(P) NR PLANT J I DONE CORE ONE iw.e.■�.n rker CLS-Director of Engineering o-v D / / 721 POWER T'LA�11wRE I US LTD. CONSTRUCTURAL SULTING 1�V PE #91906PE ESxp.12/31/2019 ^` / / / REPORT. DATED MARCH 21. 2019 `C / / // (P) (1) vERTI/ BATTERY // PE# 91906PE P: 12/31/2019 // / RACK WITH (4) STRINGS I I I r / / OF 180AH HEAT I / PR35 TOLERANT BATTERIES. RE / / /// INSTALL (P) (1) 3'X3'X3/8' 1/A8 PLATE UNDER (P) NETSURE 721 t j1111 / FA#:10094146 // / — y TIGARD POWER PLANT AS PER STRUCTURAL ANALYSIS DONE BY _ / CORE ONE CONSULTING US LTD. 6975 SW SANDBURG STREET STRUCTURAL ANALYSIS REPORT. l r. _�, di / / DATA MARCH 21. 2019 _. �DAMSON MODULES 2� / TIGARD,OR 97223 ////// ////////////////////////////� / � , 5 / SHEET TITLE -(E)REPLACED POWER PLANT' TO %/ /// ////////////////////////////// // BE fel 0) RECTIFIERS. RE: 2/A8 z W�T)TH (.NETSUKE M1 POWER PLANT EQUIPMENT PLANS evNL EXISTING EQUIPMENT PLAN PROPOSED EQUIPMENT PLAN ' SHEET NUMBER SCALE: 3/8n=1'-0" TRUE NORTH SCALE: 3/8"=1'-0" 0 6 1 3 TRUE NORTH �' il 6 A3 i 0' 6" 1' 3' 6' I i (E) LIE WCs ANTENNA (E) LIE 700/1900 1 (E) LIE 700 RRH TO (E) LTE WCS ANTENNA (E) UMTS ANTENNA TO 10 BE RELOCATED 10 ANTENNA 7O BE BE REPLACED (1 PER / TO REMAIN (ALPHA & BE REPLACED (1 PER POSITION 3 (BETA REPLACED (1 PER SECTOR. 3 TOTAL) GAMMA SECTOR, 2 SECTOR. 3 TOTAL) SECTOR. 1 TOTAL) SECTOR. 3 TOTAL) (E) LIE 1900 RRH TO 7 TOTAL) BE REPLACED (1 PER.- -(E) UMTS Oras TO BE a a SECTOR. 3 TOTAL)/ REMAIN (1 WCS PER REMOVED TO REMOVED (2 PER SECTORSECTOR, 3 TOTAL) . 6 TOTAL) 19801 SW 72ND AVENUE, STE. 200 0 ' ' • t t TUALATIN, OR 97062 BUILDING NOTES _t — t. _ I BUILDING IS SHOWN FOR ILLUSTRATION ONLY AND FOR LOCATION �- �:it (E) AT&T ANTENNA OF APPURTENANCE(S). G� �� RAD CENTER ELEV. = 44'-0" V�'IOCII Ilc COMPONENTSEFERTO TO INCLUDESANTENNAS, LIXHLIGHTNING ROD & /\ __A„,!.40-.,AllIOVERALL BUILDING HEIGHT complete wireless solutions REFER BUILDING SURVEY FOR ALL EXISTING BUILDING �r. ��� TOWER HEIGHT. ,NOELEV. = 39'-0" AGL4004 KRUSE WAY PLACE oL[SQUAR ' -(E) LIE 850 RRH TO BLDG.4004,SUITE#220 CONTRACTOR(S) TO COMPLY WITH ALL FCC AND FAA REGULATIONS _ BE REPLACED (1 PER LAKE OSWEGO,OR 97035 ON THIS PROJECT. EC3 TOTAL) R COAX ROUTING MUST BE PER MOUNT AND STRUCTURAL ANALYSIS. li (E) LIEE) AWS RRH TO BE PRIOR TO CONSTRUCTION: SECTOR, 3 TOTAL)a (1 PER —CLSGroup CONTRACTOR SHALL VERIFY THAT A MOUNT STRUCTURAL ANALYSIS, DEPICTING THE LOADING SHOWN, HAS BEEN PERFORMED AND a telamonTcompany SHOWS A "PASS" OR AN "ACCEPTABLE" RATING. UNDER NO 319%M ORE RD,9UtE 118 CIRCUMSTANCE WHAT SO EVER SHALL THE PROPOSED EQUIPMENTI PH:(405)345480 NC 27803 (405,)M1-4625 BE INSTALLED WITHOUT SAID STRUCTURAL ANALYSIS. IF SAID MOUNT AND STRUCTURAL ANALYSIS REQUIRES THAT THE MOUNT CLS PROJECT ID: 58000-10094148-A+E-P1 BE MODIFIED, SUCH MODIFICATIONS SHALL BE COMPLETED PRIOR + TO INSTALLATION OF THE PROPOSED EQUIPMENT. REVISIONS MOUNT ANALYSIS DONE BY CORE ONE CONSULTING US LTD, — REV. DATE DESCRIPTION INITIALS MOUNT MODIFICATION REPORT, DATED MARCH 13, 2019. A 04/11/19 PRELIMINARY ISSUE JRL STRUCTURAL ANALYSIS DONE BY CORE ONE CONSULTING US LTD, B 04/16/19 CLIENT COMMENTS JRL • STRUCTURAL ANALYSIS REPORTS DATED MARCH 1, 2019 AND • DATED MARCH 21, 2019. c 04/22/19 CLIENT COMMENTS JRL 5 s 0 04/24/19 FOR CONSTRUCTION JT 3 i I EXISTING BUILDING ELEVATION NOT FOR CONSTRUCTION UNLESS c LABELED AS CONSTRUCTION SET SCALE: N.T.S. 40• PROFS i (P) ACE lOCQLH-1354L4H8-IVT ANTENNA (2PER SECTOR, 8 TOTAL). (P) AIRSCALE DUAL RRH B12/B14 4T4R 320W (P) AIRSCALE DUAL RRH B25/B66 4T4R 320W GIN �SkS> r RE: 2/A5 FOR LACA710N AHLBA (1 PER SECTOR. 3 TOT , t2/A!5 SBI (1 PER SECTOR. 3 TorAL). RE 2/A5 FOR �� .A 2FOR TTIIOONN 7 tr (P) NRSCAIE B5 RRH 4T4R 180W AHCA (1 PERitte...q' =Q' 91906P i r n SECTOR. 3 AL). RE: 2/A5 FOR LOCATION �� O I ‘OR a � I Q J r • (P)&(E) AT&T ANTENNA LO ��� 1/10/20'0 ( LTE wcs ANTENNA a s �/ RAD CENTER ELEV. - 44.-0' F!� P� FR0�) �I OVERALL BUILDING HEIGHT M. • 8 •, ' POSITION 2 (BETA hV ��` ' �° /\_ /2019 ELEV. = 39'-0" AGL SECTOR. 1 TOTAL) JQ €S r EXPIRES:12/31 EE Tyler M.Barker i'� EEES DARE — CLS-Director of Engineering /y, CPE *91906PE Exp.12/31/2019 ift. PE# 91906PE P: 12/31/2019 3 (P) (84) 16X8X8 CMU BLOCKS BETWEEN (8) TRAYS PER BAU.AST 1 FRAME (TOTALL CMU WEIGHT PER PR35 BALLAST TRAY MUST BE 2048 FA#:10094146 LBS) AS PER MOUNT ANALYSTS DONE BY CORE ONE CONSULTING TIGARD I us LTD. MOUNT MODIFICATION REPORT. DATED MARCH 13. 2019. 6975 SW SANDBURG STREET N_ TIGARD,OR 97223 7 SHEET TITLE i n BUILDING ELEVATIONS L Y J L SHEET NUMBER , PROPOSED BUILDING ELEVATION A4 L. SCALE: N.T.S. -, NOTE TO CONTRACTOR: 1. ANTENNA CLEARANCE AND MOUNTING TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION WITH FINAL ANTENNA SPECIFICATIONS MOUNTING 2. HARDWARE AND DESIGN. LANTENNA EN AIPE MOUNT ON FROM MAY BE REQUIRED. ���� 3. CONTRACTOR TO VERIFY FINAL ANTENNA CONFIURATION FROM FINAL RFDS. 4. STRUCTURAL ANALYSIS MUST BE PERFORMED ON ALL ROOFTOPS, FLAGPOLES, LIGHT POLES AND TOWER SITES BEFORE INSTALLATION OF NEW ANTENNAS, RRH UNITS, ETC. 5. ALL ANTENNA PIPES SHALL BE SCHEDULE 80. 6. ANTENNA SCHEDULE PROVIDED BY OWNER/CLIENT, RE: GENERAL NOTES #20/GN1. 19801 SW 72ND AVENUE, STE. 200 TUALATIN, OR 97062 (E) LTE 700/1900- Al - LTE �7 (P) ACE Al - LTE �� 1 ANTENNA IO BE Q . XXQLH-8'S4L M 'z-J REPLACED (1 PER 700/1000 Qz� (� D W(ERS TO BE SECTOR,ANTENNA (2 PER 700/1900/AWS Q�ti V�'IOCI TIC / REMOVED (2 PER 6 T� ' complete vtrele•e solutions SECTOR, 3 TOTAL) �. A2 SECTOR, 8 TOTALRE: 1/A7 I A2 N� L 700 ii`` EMPTY A3 LTE (P) aRscy E DLL '`�j'444 .. EMPTY A3 - LTE 4004 KRUSE WAY PLACE BE ( •/"? t RRH 1372/1314 4T4R f,.,•/.//r\ WCS UMTS (E) LTE WCS ANTENNA SECTOR, 3 TOTAL •.,� ��jlw � �• 850/WCS/AWS I 320W AHLBA (, PER `•./ �� \, 850 ( BLDG.4004,SUITE#220 ^. ••. ALPHA & GAMMA //1. •,,,,Ar ��/ ,��� I ���'�-4 ---'-4/N— SECTOR, 2 TOTAL) LAKE OSWEGO,OR 97035 (� LTE 1900 RRH TO i�I, �� SECTOR. 3 TOTAL). .1. -wel j \•., BE REPLACED 1 PER • ��'�` ��", A4 - UMTS RE 2/A7 �/� ••�i 1 '-',,,,._.&:',7:- ..._ 4*\ , A4 LTE ���� r I 4 850/1900 O ��•� �� z 860 SECTOR' 3 TOTAL) / / AW7W � ,e - - (E) UMTS ANTENNA TO Rw) AIRSCALE DUAL `�,•%/� •. a;-_ •o. ► BE REPLACED (, PER o•.r, •, LS rou// �.� /I 3 TOT 320W AHFM (1 PER //I �I .Q� . ,�// /• `�� /r/ .1 ..����. a telamon'tcompany (E) LTE WCS ANTENNA if' // 1, '! i c�i 1, ---- SECTOR, AU $ECJTOR. 3 TOTAU. / / �f�i ����T. TO REMAIN (ALPHA 8c �/ ./ ,�.I� -(E) UMTS TMAS TO BE RE: 2/A7 •/ !T ll 71b (P) NRSCALE 86 RRH 319 CWWNI01E RD,SURE 118 GAMMA SECTOR, 2 1 fRALEIGH,NC 27603 TOTAL) 1•�`'�� '�� � (2 PER °•� � 4T4R SECTOR. . 3 (1 PTI:(405)348-5480 FAX:(405)341-4825 f,, //r- / ^+ SECTOR 8 TOTAL 1��� PER $E�."TOR. 3 CLS PROJECT ID: 58000-10094148—A+E—P1 ,•./ tri 10rffir TOTAL. RE: 2/A7 /j' , ( tEPLACED (1 PER(E) LTE AWS RIM TO �+j/ ��` --,44-1%,,,,,....„...„ „,,,,...............„....„ 4,. ' IREVISIONS SECTOR. 3 TOTAL ��` (E) LTE WCS RRH TO �` /� �� (1 PER SETOR,H3REV. DATE DESCRIPTION NTMIS�� \�/ LTE 860 RRH � A 04/11/19 PRELIMINARY ISSUE JRL REMAIN (1 PER \ REPLACED (, PER �\ %°4‘011444........‘43.04414 TOTAL) SECTOR, 3 TOTAL) �,` ;` BE 3 � ``` ;r e oa/1s/1s CDENi COMMENTS JRL n (E) DC2 SURGE E DC2 SURGE , c 04/22/19 CLIENT COMMENTS JRL 3 PROTECTOR TO ,`i' PR NECTAR (3 PER \ ` 0 04/24/19 FOR CONSTRUCTION Jr r REMAIN (3 PER •� SECTOR, 9 TOTAL) �•' SECTOR, 9 TOTAL) \\ \ I ' NOT FOR CONSTRUCTION UNLESS 11\ j -, a'. ' LABELED AS CONSTRUCTION SET C4 , .1\ '� C4 - LTE ,.. I' ' UMTS 850/1900 s� �•0 $/\4 � � �` �.�� \,'N �� ��to --------- \ 4 ift6 PRpFFss r ,f, * ,4fr , ? 91906P ‘110 VI\ \\Iiiik.... .11 IN% _________ ,, „,, ,mia. I—1 _____--___::_-- •.\ .,„0.00* 4‘...1. r0 �,� x`,,11 ,. *101/1(„ � � .► �- 1 v Jkt �;: ,/�i r .• •0.V. 141.x. ei 1 i e. .!' a U ,; :e ms• 1,Q. 'ii :P:G1111k 0,000 vAi ,�• • �• >• . y i C3850/TE t 0�.10 ' '. ••' EMPTY C3 — 1. �`���/� ' ��., �� M. BP`F� Q� WCS/ ..11...- i1•'11111 ' ~ LTE ;�� , / 2 Aws ����•`'�� `�,`` .�,.`. ?, •wcs/urnrs #��` � �`` �,•`. _ `•. /2019 �:,. ;I �. ,_.. ”" 850 � e� �� �� �, ��., EXPIRES:12/31- �,�� \� \,./ ,I r�'l 4 .�� \�� •� •I �� LTE Tyler M.Barker �V i,. CLS-:',7b r o!En neertn q. r C2 — \i1 •,y,,.i`�"�..,,e� ```.>�` /�;�° 62 — LTE G2 \�\`.�� ```` >/' 115s,' •s' B2 — 700/,900/AW. PE k 91906PE Exp.11/31/7019 n�rGi r EMPTY \i;':_��� ``�S t 850/WCS/AWS EMPTY `\ �'�����` ` � .�,�./1 EMPTY `4 �M � `�'e:�, ♦ �' Os \3.. ,�� 14 `�1_ .►` `I \".7,cpc„), PE 91906PE P: 12 31 2019 \`\'`.; ��•.,;�' 63 — ill ` �/.�� .' B3 — LTE' ��;'�F�t\,.•,.,/'' ,'� � UMTS G \`;!�• ��j wcs/uMTsGA PR35 850 S C1 — LTE ,\Hav,i+I MA S ' 850/1900 ti •\ MA �, 700/1900 GApalMUTH 44# Cl — LTE GA��N,uTH FA#:10094146 26� B4 - LTE 700/1900/AYYS 26i� B4 - LIE TIGARD 700/1900 / 860 6975 SW SANDBURG STREET (P) (84) 18X8X8 CMU BLOCKS (E) LIE WCS ANTENNA TIGARD,OR 97223 (E) LTE WCS ANTENNA 1 BETWEEN 6) TRAYS PER BALLAST TO RELOCATED FROM § TO BE RELOCATED TO FRAME (TOTALL CMU WEIGHT PER POSITION 2 (BETA t SHEET TITLE POSITION 3 (BETA BAL L ST TRAY MUST BE 2048 SECTOR. 1 TOTAL) SECTOR. 1 TOTAL) LBS) AS PER MOUNT ANALYSE ANTENNA PLANS 'A DONE BY CORE ONE CONSULTING z US LTD. MOUNT MODIFICATION 5 REPORT, DATED MARCH 13, 2019. L 35 SHEET NUMBER I EXISTING ANTENNA PLANS orlIk 9 PROPOSED ANTENNA PLANS A5 SCALE: `.„� � 3/16"=1'-0" SCALE: 3/16"=1'-0" 0' 1' 5' 10' 0' 1' 5' 10' TRUE NORTH TRUE NORTH -S 4 19801 SW 72ND AVENUE, STE. 200 (BOLD R F ,' , TUALATIN, OR 97062 (E) = EXISTING (R) = RELOCATED (P) = PROPOSED ANTENNA SECTOR RAD AZIMUTH ANTENNAS TMAS/DIPLEXERS RRH SURGE PROTECTION COAX/CABLE TECHNOLOGY CABLEv i` ,locheI' Ilc MARK CENTER LENGTH (P) (1) AIRSCALE DUAL complete vtreless solutions RRH 4T4R B12/B14 320W Al ALPHA 44'-0" 25° (P) (1) ACE AHLBA LTE 700 4004 KRUSE WAY PLACE XXQLH-654L4H8 iVT (P) (1) AIRSCALE DUAL LTE 1900 RRHLTE AWS 4T4R B25 B66 320W BLDG.4004,SUITE#220 LAKE OSWEGO,OR 97035 AHFIB A2 ALPHA -- -- -- _W VARIES - CLoup (E) (1) CCI UMTS 850 atclamon'x'company A3 ALPHA 44'-0° 25" DPA-65R—BUUU HS -- (E) (1) RRH4X25—WCS-4R LTE WCS 319 CHAPA6I KE RD,SUITE 118 RALEIGH,NC 27603 PH:(405)348-5480 FAX:(405)341-4825 CLS PROJECT ID: 56000-10094148-A+E-P1 17 A4 APIA 44'-0" 25' (P) (1) ACE (P) (1) AIRSCAI I RHI LTE 850 XXQLH-654L4H8-iVT 4T4R B5 160W AHCA c a P REVISIONS ( ) (1) AIRSCALE DUAL REV. DATE DESCRIPTION INIMLS RRH 4T4R B12/B14 320W (P) (1) ACE AHLBA LTE 700 A 04/11/19 PRELIMINARY ISSUE JRL 7 44'-0" 150° LTE 1900 XXQLH-654L4H8-IVT (P) (1) AIRSCALE DUAL LTE AWS B 04/16/19 CUENT COMMENTS JRL n RRH 4T4R B25/B66 320W 3 AHFIB C 04/22/19 CLIENT COMMENTS JRL (E) (3) 1/2" COAX 0 04/24/19 FOR CONSTRUCTION Jr B2 BETA IIII -- MEM -- (E) (6) 7/8" -- 3 (E) (3) RAYCAP COAX VARIES FC12—PC6-10E (E) (2) FIBER (E) (9) RAYCAP TRUNK LOR CONSTRUCTION UNLESS AOBELEED AS CONSTRUCTION SET B3 BETA 44—00° (R) (1) CCI (E) (1) RRH4X25 WCS 4R DC2-48-60-0-9E (E) (3) DC UMTS 850 DPA-65R—BUUU—H8 POWER LTE WCS (P) (2) #6AWG DC .§/• PROF POWER 1 (P) (1) ACE (P) (1) AIRSCALE RRH �y GI N s B4 BETA 44 0" 50° XXQLH-654L4H8-iVT 4T4R B5 160W AHCA LTE 850 '� � � /O2 y 1 (P) (1) AIRSCALE DUAL Q r- ; RRH 4T4R B12/B14 320W LTE 700 w" 91906P Cl GAMMA 44'-0" 260° (P) (1) ACE -- AHLBA LTE 1900 XXQLH-654L4H8-1VI (P) (1) AIRSCALE DUAL RRH 4T4R 825/B66 320W LTE AWS �� 7 aO J� 4 AHFIB Q 7/10/200 • N. GAMMAIII -- -- -- -- C°p M.BP - �Q•` VARIES ,,` /2019 EXPIRES:12/31 �'• Tyler M.Barker C3 GAMMA 44'-0" 260' (E) (1) CCI (E) (1) RRH4X25—WCS-4R UMTS 850 CLS-DlrectorofEngineering 41~ PE #91906PE Exp.12/31/2019 ^ r DPA-65R—BUUU—H8 LTE WCS �C c Y PE# 91906PE P: 12/31/2019 3 C4 GAMMA 44'-0" 260' (P) (1) ACE -- (P) (1) AIRSCALE RRH LTE 850 XXQLH-654L4H8 iV 4T4R B5 160W AHCA 1 PR35 FA#:10094146 n TIGARD a 6975 SW SANDBURG STREET i TIGARD,OR 97223 3 SHEET TITLE ANTENNA PLAN AND DETAILS SHEET NUMBER IPROPOSED ANTENNA AND CABLE SCHEDULE SCALE: N.T.S. A5. 1 • , . , . .. n VERTIV BATTERY RACK NETSURE 721 -48V DC POWER SYSTEM 0 p MANUFACTURER: NETSURE : .. . ,./,_„ att MODEL: 48BA800 23 OUTPUT VOLTAGE: -42 TO -58 V DC (ADJUSTMENT RANGE) 19801 SW 72ND AVENUE, STE. 200 4 RELAY RACK DIMENSIONS: 84"X27.5"X22.8" TUALATIN, OR 97062 HXWXD (IN) OUTPUT POWER: 2000W MAXIMUM BATTERY TRAY DIMENSIONS: 4.84"X21.23"X21.7" RELAY RACK AVAILABLE: 26RU (1 RU - 1.75") ACCEPTS #12 ^��p HXWXD (IN) HARDWARE velocitel, IIC ■ WEIGHT, LBS (WITHOUT BATTERIES): 484.5 LBS RELAY RACK DIMENSIONS: 84"X25.8"X18" comptet• wireless solutions 0 I 1 0 COLOR: TEXTURED DARK GRAY HXWXD (IN) 4004 KRUSE WAY PLACE WEIGHT, LBS: 500.0 LBS BLDG.4004,SUITE#220 �' - , , COLOR: TEXTURED GRAY LAKE OSWEGO,OR 97035 TOP A • el,C LSGro u p >i _p a telamonT company t 319 CHAPANq�RD,SURE 118 • PALM,NC 27803 20.09" 3.25' PH:(405)348-5460 FAX:(405)341-4625 �. r...„ - ----- ------ CLS PROJECT ID: 56000-10094148-A+E-P1 a T �� 25.80" 9.00" 11.09" 1 - - / / f REVISIONS t � *Ili REV. DATE DESCRIPTION INITIALS o A 04/11/19 PRELIMINARY ISSUE JRL g • i • r P, ° I I I I o 1 I I O 0 B 04/16/19 CUENT COMMENTS JRL O 111 L C 04/22/19 CUENT COMMENTS JRL .�Mr o •• • g• 0 Y 1 __=====__=_ 0 0 04/24/19 FOR CONSTRUC710N Ji O 25 80° EggIMMIERE o / �i • • • __ 19.685" - 1 _ O NOT FOR CONSTRUCTION UNLESS N 1 — 0 LABELED AS CONSTRUCTION SET — O ° o° } \ III — 0 PRO P::61/0_741., G FSS y ® •° • 0•i /(�A \ 0 INF S i i t I lid'Lid" PART NO. 541340 N o I . . . • _�� {i':= �'A c?; s 1.74° II CSI C]IIC]I C]LC]I C]I! 1�,� 91906P //Vig !1 C]Id71��C71 C]hC�IC]li 1+�° °° ri o o ��.. • 1 ° 1 ,, \ A . 0 EGO ' _ - 3.06" I_ / Q X 0.875" °R 8 PLACES o �)< 1/10/201 ".. "` o •• • e• 0 �' M. BPR Q (! M � e /2019 • 0J o_.. ° ° _° Lo 0 EXPIRES:12/31 ? ° — "oc kJu L. J :7 - ler M Barker CYLS-Director of Engineering _ ` • - PE 4 91906PE Exp.12/31/2019 � Y 0 d ®o PE# 91906PE P: 12/31/2019 0 HI KI.}.AIII!IiE.I.I.pI.Ik.1uI. .o 1 a) —*y o I o o D o I I o PR35 # l I I 0 FA#:10094146 1TIGARD _ • Or • • • 0 6975 SW SANDBURG STREET TIGARD,OR 97223 I SHEET TITLE i 0 0 4 • .},._\ EQUIPMENT DETAILS r 22.80" 27.50" SIDE FRONT SHEET NUMBER o I VERTIV BATTERY RACK 9 NETSURE 712 SERIES DC POWER SYSTEM A6 SCALE: N.T.S. RE: GENERAL NOTES #20/GN1 SCALE: N.T.S. RE: GENERAL NOTES #20/GN1 • 4 ACE XXQLH-654L4H8-IVT AIRSCALE DUAL RRH AIRSCALE DUAL RRH ' I,.o. MANUFACTURER: ACE TECHNOLOGIES CORP. MANUFACTURER: NOKIA MANUFACTURER: NOKIA at MODEL: XXQLH-654L4H8-IVT MODEL: AIRSCALE DUAL RRH 4T4R MODEL: AIRSCALE DUAL RRH 4T4R NOTE: B12/B14 320W AHLBA B25/B66 320W AHFIB 19801 SW 72ND AVENUE, STE. 200 ANTENNA INFORMATION DIMENSIONS: 96.0" X 19.7" X 7.5" TUALATIN, OR 97062 PULLED FROM PRELIMINARY (HxWxD) DIMENSIONS: 28.7" X 15.4" X 9.4" DIMENSIONS: 28.7" X 15.4" X 9.4" PRODUCT DATA SHEET (HxWxD) (HxWxD) [__ VPIC}CII 'I, I IC WEIGHT: 94.8 LBS WEIGHT (LBS): 101.4 LBS WEIGHT (LBS): 88.2 LBS FREQUENCY: REFER TO RF DATA SHEET compi•t• wireless solutions ♦ • s FREQUENCY: REFER TO RF DATA SHEET I 4, FREQUENCY: REFER TO RF DATA SHEET • 4004 KRUSE WAY PLACE BLDG.4004,SUITE#220 \ LAKE OSWEGO,OR 97035 i .1`v Grou p 19.7" 75" / CLSGroup a trlamon't'company 319 CHAPMIqCE RD,SINCE 118 --- \ TOP NOTE: MEM,NC 27803I RRUS CAN ONLY BE (4 )34 PH: -� FAX(405)341-4625 FRONT SOLAR PAINTED ON SOLAR SHIELD. CLS PROJECT ID: 56000-10094146-M-E-P1 ` SHIELD i 15.4" — REVISIONS REV. DATE DESCRIPTION INRALS A 04/11/19 PRELIMINARY ISSUE JRL RRHB 04/16/19 CUENT COMMENTS JRL C 04/22/19 CUENi COMMENTS JRL 19.7" �j 0 04/24/19 FOR CONSTRUCTION Ji cac BRACKETS co o - - - ■ ■ . ■ --- * 000 NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET i in \ / FRONT ISO VIEW 4i r PRO03 F 1 .� GINF SS'i u TOP '' AIRSCALE RRH • Q �'I' a� MANUFACTURER: NOKIA \ 91906P • F MODEL: AIRSCALE 6OW AHCARH 4T4R B5 Qre JjV DIMENSIONS: 13.3" X 11.6" X 6.5" /\/- UU 7/40/2011 •\y \ (HxWxD) <�R M. BP`s QQ' I WEIGHT (LBS): 35.3 LBS .4 �c /2019 FREQUENCY: REFER TO RF DATA SHEET EXPIRES:12/31 �' • • • ` , Tyler M.Barker {,� • • CLS-Director of Engineering A. r •• • • • • • • •• PE 9 91906PE Exp.12/31/2019 r t • ���� TOP NOTE: � ? • • � •® RRUS CAN ONLY BE PE# 91906PE P: 12/31/2019 "2 —fit FRONT SOLAR PAINTED ON SOLAR SHIELD. = SHIELD j RF CONNECTOR, 11 6" TYP. BOTTOM X PR35 i \ FA#:10094146 rTIGARD ' . p_ \ RRH a 6975 SW SANDBURG STREET / FRONT SIDE TIGARD,OR 97223 gi .7 RF CONNECTOR, TYP. - �j SHEET TITLE MOUNTING L . ■ ■ . `,�®®* BRACKETS EQUIPMENT DETAILS \ FRONT ISO VIEW SHEET NUMBER IANTENNA SPECIFICATIONS 9 RADIO SPECIFICATIONS A7 SCALE: N.T.S. RE: GENERAL NOTES #20/GN1 SCALE: N.T.S. RE: GENERAL NOTES #20/GN1 's o • • (P) ANTENNAtt a t ,....4. (E) PIPE MOUNT 19801 SW 72ND AVENUE, STE. 200 y l�l��l% , / TUALATIN, OR 97062 PI 111. TYPE HS TYPE 2-YA-2 TYPE XA TYPE YA-9 TYPE GT .!!i / (P) RRH , velacitel, IIc ` ROI complete wireless solutions SMI Nis "-7-111 KRUSE WAY PLACE "-7-111 BLDG.4004,SUITE#220 MINMEM TYPE TA TYPE VN TYPE NC TYPE SS TYPE GY LAKE OSWEGO,OR 97035 �, O O • 411 Win,► : II II 9,,CLSGicoup a trlamonT company TYPE W P #2 AWG 319 CHNNIOKE RD,SURE 118 TYPE VS TYPE VB TYPE PT TYPE GR � .• GROUND FROM RALEIGH,NC 27603 PH:(405 8-5480 FAX:(405)341-4825 NEW RRH UNIT TO CLS PROJECT ID: 56000-10094148-A+E-P1 DXIST1NG SECTOR 5 '' GROUND BAR, TYP. tr REVISIONS NOTE: I REV. DATE DESCRIPTION IN A S A 04/11/19 PREUMINARY ISSUE JRL 3 ERICO EXOTHERMIC "MOLD TYPES" SHOWN HERE ARE EXAMPLES. TO SECTOR § CONSULT WITH PROJECT MANAGER FOR SPECIFIC MOLDS TO BE USED GROUND BAR 9 04/16/19 CLIENT COMMENTS JRL FOR THIS PROJECT. �s•J c 04/22/19 CUENT COMMENTS JRL 3 F. 0 04/24/19 FOR CONSTRUCTION JT F. AEXOTHERMIC WELDING G RRH GROUNDING SCALE: N.T.S. UP SCALE: N.T.S. HEAT SHRINK (CLEAR) NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET g ' BURNDY GROUND LUG (SEE TABLE FOR SIZE AND MODEL) Jv11 PROF NUT. TYP. ��� G I N E��''/0 2 LOCK WASHER, — Q' TYP. 1�■1 1•■1 a Q• FROM ANTENNA �? 91906PE r 9>• IIS 12 ,,o, ,,,-,:,,..44;,* , ti..44Y 1 kitOR rao 4 s_41 O O O O O O O O O O O O OO mit no `C 03 0 0 0 0 0 0 0 0 0 0 0 ,n ,nln • 1IM1 1M�1 ¢ 7//0/20.0 w �1" 1.50" O,n ul ul ul 0 ,n ul uo uT ul 0 0 0 21 ■ �` • / / o o �i Mi ui o co rn ,- I �■2■1��1M GROUND BAR GROUNDING � R P� �• ■:■�■�� CONDUCTOR M. B Q r-- - - N, BOLT, TYP. �� /2019 ■ 0.000 '�■_■■��� EXPIRES:12/31 �' L__ _ BURNDY TWO HOLE LUG Tyler M.Barker /,v ■ �; / - JUMPER, TYP. WITH LONG BARREL FOR ::; ANTENNA CABLE TRAY D OR 91906PE Exp.12/31/2019 Q• 91906PE P: 12/31/2019 AT BOTH ENDS 4.000 APPROVED GROUNDING #2 AWG BCW BONDED 1 O+ 5620 (4) O+ KIT, TYP. ii ii I TO GROUND WIRE #2 AWG STRANDEDv. NO. 4150A414 4370 (26) FROM ANTENNA ALONG CABLE TRAY GREEN INSULATION PR35 INSULATION FRAME SUPPORT �� NO. WBKT1 _ FA#:10094146 WALL BRACKET MANUFACTURER: HARGER GROUND BAR MOUNTED NOTES: TIGARD NEAR ANTENNAS 1. ALL HARDWARE BOLT, NUTS, LOCK WASHERS SHALL BE STAINLESS #2 AWG BCW STEEL. ALL HARDWARE ARE TO BE AS FOLLOWS: BOLT, FLAT 6975 SW SANDBURG STREET NOTE: DO NOT INSTALL CABLE WASHER, GROUND BAR, GROUND LUG, FLAT WASHER AND NUT. TIGARD,OR97223 GROUND KIT AT A BEND. 2. COPPER SHIELD, ANTIOX, CR NO-OX OR EQUIVALENT SHALL BE PLACED WHERE ALL DISSIMILAR METALS CONNECT. SHEET TITLE 3. ALL LUGS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 5 4. ALL RRH GROUND WIRES SHALL BE #2 GREEN STRANDED GROUNDS. GROUNDING DETAILS 5. ALL OUTDOOR LUGS SHALL BE 2-HOLE LONG BARREL WITH BLACK Y HEAT SHRINK WITHOUT INSPECTION HOLES. 6. INDOOR LUGS SHALL BE CLEAR HEAT SHRINK WITH INSPECTION HOLES. SHEET NUMBER 1 12t1 & 18" GROUND BARS 9 COAX GROUNDING DETAIL MECHANICAL LUG CONNECTION SCALE: N.T.S. RE: GENERAL NOTES #20/GN1 SCALE: N.T.S. RE: GENERAL NOTES #20/GN1 NJ SCALE: N.T.S. G1 E l a atm LTE LTE/UMTS 19801 SW 72ND AVENUE, STE. 200 ANTENNA ANTENNA (E) EMPTY ANTENNATUALATIN, OR 97062 MOUNT (P) RRH m ' ":I,ll_, �� ]velacitel, IIc -- complete wireless solutions iii (P) DIPW ER 4004 KRUSE WAY PLACE Ili BLDG.4004,SUITE#220 LAKE OSWEGO,OR 97035 \ il I I \ STRANDm GRO NSD FROM DIPLER TO • _.- C�S _ :L \ ' EK SECTOR GROUND BAR. IIM ) a telamon T company Grou p 0\ (P) 319 7 118 RALEIGH,NC 803 (P u2 AWG GREEN RAY(`AP / / PH:005)348-5480 FAX:(405)341-4825 GROUND \ 1 1 D.� -� CLS PROJECT ID: 56000-10094148—A+E—P1 FROM RRH TO SECTOR 5 GROUND BAR, 1W. g �'o�� REVISIONS :-------e �"� REV. ...DATE..... DESCRIPTION INITIALS '� �- '� A 04/11/19 PRELIMINARY ISSUE JRL ' (E) #2 AWG GREEN STRANDED GROUND (P) #2 AWG GREEN B 04/16/19 CLIENT COMMENTS JRL ° FROM RRH TO SECTOR STRANDED GROUND - GROUND BAR, TYP. i \ FROM RAYCAP 70 04/22/19 CUENT COMMENTS JRL J SECTOR GROUND BAR, 0 04/24/19 FOR CONSTRUCT ON JT 1 3 (E) SECTOR GROUND IIQ NOT FOR CONSTRUCTION UNLESS 8 BAR, TYP. I —(E) #2 AWG GROUND LABELED AS CONSTRUCTION SET LEADS (GC TO FIELD VERIFY) J<!/' PROFF \ I -�.' GINFSS>O r `(E) GROUND BAR AT BASE OF TOWER Q 91906PE r 3s. PrA a TOWER I - Q��v C�O J� IdI (E) #2 AWG GROUND Cly 4, I LEADS (GC TO FIELD �/ �/10/201� �'� J. 111 VERIFY) (E) GPS SURGE- Ni PROTECTION EXPIRES:12/31- .' /2019 Tyler M.Barker b., f '�, BONDED TO (P) SECTION OF THE Cls-D actoroxp.12/eenq Q1 PE #91906PE Exp.12/31/2019 `C r CELL REFENCES GOUND BAR (E) #6 AWG STRANDED q COPPER CONDUCTOR \ �WIII (C HOLEWCOMITH PRESSI2 G W LUG IRE AND PE# 91906PE P: 12/31/2019 WITH GREEN, 600V, �_ 3 THWN-2 INSULATION, 1 GROUNDED TO GROUND OIr��' (E) 2"x20" DC BUS BAR i BAR WITH 2-HOLE w��� PR35 8 CI-A (E) RAYCAP DC6-48-60-18-8F COMPRESSION LUG g FAN:10094146 2. NOTES: 911 ' !` SURGE PROTECTION TIGARD (E) FIBER CABLE TRAY 6975 SW SANDBURG STREET ADD PROPOSED GROUND FROM PROPOSED POWER TIGARD,OR 97223 PLANT AND BATTERY RACK TO EXISTING MASTER (E) LTE BBU GROUND BAR. ` e (E) eAM ALARM MODULE SHEET TITLE EXISTING GROUND LEVEL a 1 I: GROUNDING SCHEMATIC Y L SHEET NUMBER ITYPICAL GROUNDING SCHEMATIC G2 SCALE: N.T.S. RE: GENERAL NOTES #20/GN1 -4111111.1111# at&t 19801 SW 72ND AVENUE, STE. 200 TUALATIN, OR 97062 •Galied Sg4!we Or ER ized Stee4bus b,.dmrga • A,etabeethn•. 100'TPCCyin W4 d *t P ve oci Ic • rour6ng hardware calasobe p•adYsedsepakakee etasrriurgar pest WAIKINTRI'KU) complete vh.less solutions • Amepd boa,54'and l'OD X1wole logs • Can be tad*steed • Shrewd eie,'PROPERTY OFATV DOttOTREC LE'in W 194 Nti**10 4004 KRUSE WAY PLACE • HeimWragelsvaWstympana Intie i.tltilalcGpperot&Amnon BLDG.4004,SUITE#220 • hoplcawrai: ly n.rx ±�}a# LAKE OSWEGO,OR 97035 ▪ C decthin7k+x palows bis•ba• Schematic of Theft Deterrent Solution at Cellular Site atm • Pudea cnb,M MAA CP;S t.••bel --`' GaeaaitssecS CLSGroup /„_.____, ® ..., CABLE a telamon't company p,4 L/+OPEx 319 CHAPN$OKE RD,SUITE 118 PARCH,NC 27803 _„y `T. i,.m[,r+rh t §o '..*41.41#444.4)410* k,°X tF .;.., (TRAY) Gj+ �3 r I .� , +t. i a+ *r _�r '_ 1lr I11r is PH:(405)348-5480 FAX.(40 1-4825 :tillith.,,,,,.iiiit ITTFI � ., CLS PROJECT ID: 56000-10094146-A+E-P1 d t�t r 1 + t, O 0 a P XFi 1t1i*woos *asm m* amreA«tom Mr ,w..• G0.z ; ll ' 11 TOisn + r.,1,Pea s9 f ....s.:ea..Raw iePKw 1 rRAa• 5.,,,,74:i 4 tFEE:E15 REVISIONS J-tn sw b°'l "�++ve ram - -I �9' REV. DATE DESCRIPTION INITIALS `� SFr h +yam /J ^+ (] _ '�,l LIF r1'S.P j1 ICI Pi'1r``Gi_ �.. - A 04/11/19 PRELIMINARY ISSUE JRL 1i,0 4) 44Es 4 .60 4 4 1 .. ,f U.IGECNNECnv J �� ChDVi�3.D to TO GROUND BAR / '."P B 04/1 B/19 CUENT COMMENTS JRL Y. c CA644 C 04/22/19 CLIENT COMMENTS JRL a� MOUND BAR -C'. 5i fl w H w 5 - T i. g�r1 LNT�fSS1A1 _ 1._ ; g a R 1"1 FIE . .. ITB _ _1i1.2 r 1! 3 5 1 n , 3 5 T i 5 5 P 17 R z 5 # ii 5 y sI i i Jl 1lwelded onwourtt p v.µ 0 04/24/19 FOR CONSTRUCTION Jr ?.th BAR FLAT Vie .1T1T CeAStaELD WLla .. — use striper Maid LJGES1 - V1 :S1-V1 V E Bak3e TClR'ER illP _.o. NOT FOR CONSTRUCTION UNLESS 4SCE1-V3C-74'o•IMd5e LEG LABELED AS CONSTRUCTION SET S Mfr .f' 'vEr;'61-Vii -%else•&kpt W' CAEANELD NGL) ," b 1P7{y1T.., racris, vuMnD 4 o` ' J4/• PRop„ POLO 1 / � � TACiTBI A4 ' vuw1_ LO V4 „ uo , GN FF, SS> 5a_JjaltPdJi o / '"., "I" Ci GROUND 41111%Owlalaea Composite Cable{TOCCa s?! CMELO ! r . DAcut m cut sit'correeehmal vera cubes s 91906PE CONN€LEit]N5S • Mr1n,A recaGc ahecompared tdtwat aireded=Wet aArJm nT ' jt • Tempe capper mu ern Mie(3)•gavrzwr Owl fir at rda 416! V "DEO • Elsokfully w atee**ton AWO Sneed sed tar prmundiN papaws \ • EammienttokIAWGInphysical son BELOW A . 4 vCO o • Currently araatelebfA n 25a reel GROUND : " 1 10/20 � • • Fill the or hedm9rs aveNtte(24rie Inge c-tee And aid Marchi:sae wits Fak sit Rnsa'k,yrgof AmFThefl Grstedna Prodieds l:AOM'AO �)- R/ '` /•,`y • ApykAlh�a. IRMO M. BP`� Q`C ?. o Dusharh3b:RiAA+hO Tower at-we Grd9e support post t*Widal rre tAC1T81 a Any guld2zgruuncknri tire regime*2 AVM wen ileo bed"plabonn gybing,NvAC doer franca,geroratcre,any t` /2019 D , Indw halt-TOO hos Par(CRhOON taro Pei r or;honer ir r•cnrs9J dnaa4Mal ws,'•,,,naA la 1%,0•1,01•,-h eiod tog • Rdlobeveedat the nadaatbr r:�artor e; Gra li 4Wa mj LEGEND EXPIRES:12/31 '' Tyler M.Barker j I ' CLI-Director of Engineering Ayk. Theft Deterrent Composite Cable, PE A 91906PE Exp.12/31/2019 $,C s r ERICO CCSAOSCEI(AT&T Port '4684•41111,41 � # �.�: Number C1�QI5,I28,Rosenberger AT&T C vsa.;Teraaa Melia'.._ a # Meg eleidedeelef t,--- o. PE 91906PE P: 12/31/2019 ' �- ATLT 11 EPT BETEBAENT 6PMPJeZrE Arlt IT�3 S ,ira Port Number:WR=S7DCABLE-230) - esus tax c ttrTi l A!�, stiEtrER L b€TERA'PIi011•Ta✓a N2 AWG Solid Tinned Copper zeafwa nn•alnrMnia;la II.�aL.w im-r•Axslr+cYwT+asveaecorinsce t7+ PR35 Rr'/ ATJ4TOQala1 PP '-""..� `{tqawa vis nav sruvuw*J��1'Y z r z ar __ teamata ORRArroieWMl "R,BrAATE 9 VStrl7t a t'JRRP IFRET DETERRENT WOL*raaa :01 Wire Bare,Below Grade PaRLWaaE.a!MOWl"G3 on'Aratod or FA#:10094146 014/410/Bikaa Wal i cee.1Wn VPe..,II8pai# 'NJ;EFcm-T01 IFliaT eats et PLACE ,Nev€em ,Y 4117 ilC Note vCEE TIGARD {Ii{t1R{O{i{E{I coaxial and Other Feeders Iesou.p+bP�sitomroIOTAMT7steo. sr x 4.'wm.T.tsL,r' NOTM: SYiJ•taw +iai6hiTGtM:a AFCear +PWTAIt ST,Wref 1 k --4.::T 6975 SW SANDBURG STREET 1. GC SHALL REPLACE r MISSING OR DAMAGED GROUND BAR WITH NEWTIGARD,OR 97223 Mf ROSENBERGER THEFT DETERRENT GROUND BARS AND ACCESSORIES. GROUND BAR PART#: GR@-ATTCO424-XXXX. SHEET TITLE : 2. Am( PROPOSED GROUND BAR SHALL BE ROSENBERGER THEFT DETERRENT CROuND BARS AND ACCESSORIES. GROUND BAR PART j: GRB-ATTGO424-XXXX. 5 GROUNDING DETAILS n L Y J C L SHEET NUMBER THEFT DETERRENT GROUND BAR DETAILS G3 ' SCALE: N.T.S. RE: GENERAL NOTES #20/0N1 GENERAL NOTES: • 1. ALL ELECTRICAL WORK SHALL BE COMPLETED IN 1 ACCORDANCE WITH THE LATEST EDITION OF THEMARATHON M12V155FT RECOMBINANT VALVE REGULATED LEAD ACID(VERA)BATTERIES(INDOOR) NATIONAL ELECTRICAL CODE. ____________ a� � 2. COMPLY WITH THE LATEST EDITION OF THE UNIFORMIE Yrnk G''' IER REQUIREMENT(OFC 608.11 CODE REFERENCE COMMENTS BUILDING CODE, THE REQUIREMENTS OF ALL 19801 SW 72ND AVENUE, STE. 200 APPLICABLE MUNICIPAL AND STATE CODES AND SAFETY CAP OFC 608.2.2 SAFETY VENT-400mb(6 psi)NOMINAL,SELF RESEALING(PATENTED). TUALATIN, OR 97062 REGULATIONS, AND UTILITY GUIDELINES. 3. PERFORM ALL VERIFICATION, OBSERVATIONS, TESTING BATTERY ROOM velocltel, IIc AND EXAMINATION OF WORK PRIOR TO THE ORDERING THIS ROOM CONTAINS LEAD-ACID�I►TTERY SYSTEMS. FLOAT VOLTAGE=2.23 TO 2.27 VPC(2.25 RECOMMENDED)@ 25°C(77°F). OF ELECTRICAL EQUIPMENT AND THE ACTUALCCONOVELN}i1105(EIDEA'OLYTE), POWER CABINET TO INCLUDE EMERSON SM-TEMP TEMPERATURE CONCENTRATOR PN 547490 OR complus wit.Weer solutions CONSTRUCTION. ISSUE A WRITTEN NOTICE OF ALL ENERGI2EDELECTRICALCIRGUITS.ANDHYORQGEMOAS THERMAL RUNAWAY OFC 608.3 EQUIVALENT AND BE CONNECTED TO BATTERY STRINGS BY TEMPERATURE PROBES(PN 556155 OR PN FINDINGS TO THE CONSTRUCTION MANAGER LISTING MANAGEMENT 552992).THIS UNIT IS TO PRECLUDE,DETECT,AND CONTROL THERMAL RUNAWAY IN ACCORDANCE ALL MALFUNCTIONS, FAULTY EQUIPMENT AND AUTHORIZED PERSONNEL ONLY WITH OFC 608.3 BY AUTOMATICALLY INCREASING OR DECREASING OUTPUT VOLTAGE AS BATTERY 4004 KRUSE WAY PLACE DISCREPANCIES. EYE PROTECTION REQUIRED TEMPERATURE DECREASES OR INCREASES,RESPECTIVELY. BLDG.4004,SUITE#220 NO SMOKING OR OPEN FLAMES LAKE OSWEGO,OR 97035 4. UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL """`--w CHLORIDE CONDUIT: TYPE SCHEDULE 40 (OVERHEAD CONDUIT SHALL BE GALVANIZED RIGID CONDUIT-GRC) SPILL CONTROL OFC608.5.1 M12V155FT IS AVRLA SEALED BATTERY WITH IMMOBILIZED ELECTROLYTE. CONFORMING TO UL ARTICLE 651: WESTERN PLASTICS NO SPILL CONTROL MEASURES ARE REQUIRED. OR CARBON MANUFACTURER. COUPLINGS SHALL BE BATTERY ROOM SIGN DETAIL CI.SFGrO1Jp SLIP-ON SOLVENT SEALED T PIPE: SOLVENT, WESTERN NEUTRALIZATION OFC 608.5.1 NEUTRALIZATION IS CONTAINED USING THE ENVIRONGUARDRHAWK SPILL CONTAINMENT SYSTEM atC)AlIIl011i'ZCOIII TYPE COMPATIBLE WITH PVC DUCT, ALL BENDS SHALL SCALE: N.T.S. RE: GENERAL NOTES #20/GNI UTILIZING UL RECOGNISED,CORROSIVE RESISTANT LINER W/CLASS 1 FIRE RATING(NFPA101) pant BE 30" MINIMUM RADIUS. 319 CHAPANOKE RD,RIR 118 CONTINUOUS VENTILATION SHALL BE PROVIDED AT A RATE OF NO LESS THAN 1 CF/MIN PER SQ.FT. RAWEN,NC 27603 MARATHON Ml 2V155FT VENTILATION OFC 608.6.1, ENVIRONMENTAL CONTROLS HAVE BEEN SHOWN TO MEET CODE REQUIREMENTS. PH:(405)348-5460 FAX:(405)341-4625 5. ALL WIRING SHALL BE STRANDED COPPER WITH 608'61 SEPARATE MECHANICAL PERMIT TO BE OBTAINED FOR VENTILATION SYSTEM. CLS PROJECT ID: 56000-10094146-A+E-P1 7. MINIMUM 600V INSULATION (UNLESS OTHERWISE + NOTED). DESIGNED FOR DURABILITY IN TELECOMMUNICATIONS, AND ELECTRIC UTILITY APPLICATIONS, THE GNB SIGNAGE OFC608.7 CODE REQUIRED BATTERY ROOM SIGNAGE TO BE SHALL BE CLEARLY POSTED IN ALL BATTERY AREAS. 1 tc FRONT TERMINAL MARATHON SERIES PROVIDES HIGH PERFORMANCE AND RELIABILITY IN LONG DURATION 42- MEETS I.B.C.SEISMIC ZONE IV REQUIREMENTS. REVISIONS + 6. NEUTRAL SHALL BE COLOR CODED, INSULATION SHALL DISCHARGE APPLICATIONS. SEISMIC PROTECTION OFC 608.8 SEISMIC ANCHORAGE CALCULATIONS REV. DATE DESCRIPTION INmAlS 7, BE CROSS-LINKED POLYETHYLENE. THE LOCATION OF THE TERMINALS ON THE FRONT (VS THE TOP) OF THE BATTERY GREATLY FACILITATES BY VENDOR - DATED THE INSTALLATION AND MAINTENANCE OF THE PRODUCT WHEN PLACED IN A CABINET ENCLOSURE OR ON A 04/11/19 PRELIMINARY ISSUE JRL .1, 7. CONTRACTOR TO CONTACT ALL UTILITIES FOR LOCATION A STANDARD RELAY RACK TRAY. INDOOR EQUIPMENT ROOMS ARE EQUIPPED WITH SUITABLE SMOKE DETECTION DEVICES. 1 OF UNDERGROUND SERVICES. SERVICE LOCATIONS TO THE MARATHON FRONT TERMINAL BATTERY SERIES HIGHLIGHTS ANOTHER EXAMPLE OF GNB'S EXTENSIVE SMOKE DETECTION OFC608.9 HYDROGEN AND SMOKE ALARMS MONITORED BYA24-HOUR OFF-SITE AT&T DEPARTMENT. B 04/18/16 CUENT COMMENTS JRL BE CONFIRMED PRIOR TO CONSTRUCTION. EXPERIENCE AND WORLD WIDE LEADERSHIP IN VRLA TECHNOLOGY. SEPARATE PERMITS SHALL BE OBTAINED FROM FIRE MARSHALL OFFICE FOR FIRE ALARM MODIFICATION AS REQUIRED. C 04/22/19 CUENT COMMENTS JRL 3 8. THE CONTRACTOR IS RESPONSIBLE FOR ALL "DESIGNED IN" QUALITY MANUFACTURING INSTALL 24"WIDE x 12"HIGH WEATHER PROOF COMBINATION DISCHARGE LOUVER/DAMPER WITH 0 04/24/19 FOR CONSTRUCTION JT 3 PERMITTING, FILING, AND FEES IN CONJUNCTION WITH MECHANICAL VENTALATION 24VDCMOTORIZEDDAMPERACTUATOR.DESIGN BASED ONRUSKINMODELELC6375DAXOR " THE PROJECT. QUALITY MANUFACTURING PROCESSES FOR THE MARATHON SERIES BATTERIES INCORPORATE THE WITH EMERGENCY STANDBY OFC 5004.7 APPROVED EQUAL. DAMPER SHALL FAIL OPEN UPON LOSS OF POWER. 3 INDUSTRY'S MOST ADVANCED TECHNOLOGIES INCLUDING: AN AUTOMATED HELIUM LEAK DETACTION SYSTEM, POWER SEPARATE MECHANICAL PERMIT TO BE OBTAINED FOR VENTILATION SYSTEM. 1 9. THE CONTRACTOR SHALL SCHEDULE ALL NECESSARY A COMPUTERED WATER BATH FORMATION PROCESS. EACH AND EVERY UNIT IS CAPACITY TESTED. NOT FOR CONSTRUCTION UNLESS e INSPECTIONS WITH THE PROPER AUTHORITIES AND HYDROGEN GAS DECTECTOR MOUNTED NEAR OR ON CEILING. DETECTOR SHALL BE TWO-STAGE. LABELED AS CONSTRUCTION SET • INFORM VELOCITEL 24-HOURS IN ADVANCE. ALL HIGH PERFORMANCE MARATHON SERIES FEATURES: APPLICATIONS: WHEN AIR SURROUNDING DECTECTOR REACHES 1%HYDROGEN BY VOLUME,EXHAUST FAN SHALL TICKETS AND INSPECTION VERIFICATIONS WILL BE HYDROGEN ALARM AND ACTIVATE,AND YELLOW CAUTION LIGHT SHALL TURN ON. WHEN AIR SURROUNDING DECTECTOR = SUBMITTED TO THE OWNER'S REPRESENTATIVE WITHIN SUPERVISION OFC 608.6.3 REACHES 2%HYDROGEN BY VOLUME,RED WARNING LIGHT WILL FLASH AND 80 dB ALARM WILL i SOUND. HYDROGEN AND SMOKE ALARMS MONITORED BY A 24-HOUR OFF-SITE AT&T DEPARTMENT. II P R O 24-HOURS AFTER THE INSPECTION HAS TAKEN PLACE. SEPARATE PERMITS SHALL BE OBTAINED FROM FIRE MARSHALL OFFICE FOR FIRE ALARM All t F� • FLAME-RETARDANT REINFORCED MARATHON SERIES BATTERIES IN CORPORATE S 10. ALL EQUIPMENT, WIRING, AND MATERIALS MUST HAVE CONTAINER AND COVER COMPLIANT GNB'S ADVANCED VRLA TECHNOLOGY DESIGNED MODIFICATION AS REQUIRED. G I N Ed'jO rA UL LABEL. WITH UL94 V-0, 28% L.0.1. FOR LONG LIFE AND HIGH PERFORMANCE IN: 2 4 MARATHON 12V155FT CODE REQUIREMENTS y 11. ALL WORK SHALL BE DONE BY QUALIFIED AND • INTEGRATED FLASH ARRESTER919037 6P ' # EXPERIENCED JOURNEYMEN AND PERFORMED IN A ULTRASONICALLY WELDED INTO TELECOMMUNICATIONS SCALE: N.T.S. RE: GENERAL NOTES #20/GN1 V a WORKMANLIKE MANNER AND SHALL PROCEED IN AN COVER. R ORDERLY MANNER SO AS NOT TO HOLD UP THE • DISTRIBUTED POWER 3 PROGRESS OF THE PROJECT. • PATENTED "DIAMOND SIDE-WALL" MARATHON FRONT TERMINAL SPECIFICATIONS � 1 laRgo J� DESIGN TO MAINTAIN STRUCTURAL • PCS CAPACITY(AH) NOMINAL DIMENSIONS NOMINAL AN y r 12. THOROUGHLY TEST ALL LINES FEEDERS, EQUIPMENT, INTEGRITY IN HIGHER OPERATING MODEL .� •• W. AND DEVICES WITH MAXIMUM LOADS TO ASSURE TEMPERATURES • CELLULAR NUMBER VOLTAGE 8 HR TO 1.75 VPC 10 HR TO 1.8 VPC INCHES MILIMETERS WEIGHT J- 7/10/200 �. PROPER OPERATION. @ 25" @ 20" A B C A B C LBS Kg FR M B P� Q' S • HEAT SEALED CASE-TO-COVER • BROADBAND M12V105FT 12 104 100 20.12 4.33 9.38 511 110 238 79 35.8 ?� 13. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM BOND TO ENSURE A LEAK PROOF ►: /2019 i TERMINATION TO TERMINATION WITHOUT SPLICES. SEAL M12V125FT 12 125 121 22.00 4.90 11.15 559 124 283 105 47.6 EXPIRES:12/31 `•• ELECTRIC UTILITY M12V155FT 12 155 150 22.00 4.90 11.15 559 124 283 119 53.8 Tyler M.Barker /"/ • HIGH-COMPRESSION ABSORBENT CLS-Director of Engineering V n 14. PROVIDE PULL BOXES WHERE SHOWN AND/OR WHEREPE A 91906PE Exp.12/31/2019 $ REQUIRED BY CODES AND/OR UTILITY COMPANIES. GLASS MAT (AGM) TECHNOLOGY FOR • SWITCHGEAR CONTROL POWER Q GREATER THAN 99% RECOMBINATION MARATHON FRONT TERMINAL ELECTRICAL DATA • 15. ALL CONDUIT ROUGH-IN SHALL BE COORDINATED WITH EFFICIENCY • COMMUNICATIONS THE MECHANICAL EQUIPMENT TO AVOID LOCATION M12V105FT SHORT PE# 91906PE P: 12/31/2019 CONFLICTS, CONTRACTOR SHALL VERIFY ALL • HIGH-TIN, CALCIUM, SILVER, LEAD M12V125FT MODEL NUMBER CIRCUIT INTERNAL RESISTANCE mOhms) . LOCATIONS. POSITIVE PLATE DESIGN FOR CURRENT MAXIMUM SERVICE FLOAT LIFE; 10 M12V155FT M12V105FT 3125 4.0 PR35 • 16. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES, YEAR DESIGN LIFE © 25'C (770F) A M12V125FT 3814 3.2 J BOXES, EQUIPMENT BOXES, AND CABINETS WITH FA#:10094146 APPROVED PLASTIC TAGS. • FRONT ACCESSIBLE COPPER ALLOY M12V155FT 3883 3.0 2. TERMINALS & "EASY ON/EASY OFF" B TIGARD I 17. ALL BREAKERS IN PANEL BOXES SHALL BE IDENTIFIED POST PROTECTOR 'a WITH TYPE WRITTEN LABELS NEATLY PLACED ALONG \ FLOAT VOLTAGE & CHARGING 6975 SW SANDBURG STREET SIDE OF THE BREAKER. • SELF-RESEALING RELIALEA AFETY VENTS dr I O O I J L CONSTANT VOLTAGE CHARGING IS RECOMMENDED TIGARD,OR 97223 4 18. ALL FIRE-RATED WALL AND FLOOR PENETRATIONS ARE TO BE CAULKED AND SEALED WITH A FIRE RESISTANT • INTEGRATED CARRY HANDLES RECOMMENDED FLOAT VOLTAGE: 2.27 VPC SHEET TITLE g CAULKING TO MAINTAIN THE INTEGRITY OF THE FIRE ® 25"C (77F) SEPARATION. • MULTICELL DESIGN FOR FASTER ELECTRICAL DETAILS INSTALLATION AND REDUCED FLOAT VOLTAGE RANGE: 2.25 TO 2.30 VPC C• 19. UTILIZE SONNEBORN TYPE NP-1 CAULKING FOR MAINTENANCE C 25'C (77F) SEALING ALL EXTERIOR WALL PENETRATIONS. \ C 5 EQUALIZE VOLTAGE: 2.35 VPC ORTHOGRAPHIC VIEWS FOR 24 HOURS SHEET NUMBER I INOTES _ 3 MARATHON M12V155FT DATA 5 BATTERY DETAIL El SCALE: N.T.S. RE: GENERAL NOTES #20/GN1 SCALE: N.T.S. RE: GENERAL NOTES #20/GNI SCALE: N.T.S. RE: GENERAL NOTES #20/GN1 GENERAL NOTES:. FIBER REINFORCED POLYMER (FRP) NOTES:- MASONRY CONSTRUCTION NOTES:. DESIGN CRITERIA:. jt 11 1. THESE DOCUMENTS WERE DESIGNED IN ACCORDANCE WITH THE LATEST 1 FFP PLATES,SHW€S,BOLTS AND MARS(SND/NUT ASSEMBLIES)SHALL CONFORM TO ___ 1. ALL BRICK TO BE 1500 PSI MIN. REINFORCING BAR(IF APPUCABLE)TO CONFORM TO A- SECTOR FRAMES 250 LB UVE LOAD � VERSION OF APPUCABLE LOCAL/STATE/COUNTY/CITY BUILDING CODES, AS ASTM D638,695,790.PLATES AND SHAPES TO BE FY=30 KSI (LW),7 K9 (CW)MIN. ASTM A615 GRADE 60 SPECIFICATIONS.ALL MORTAR TO BE 2000 PSI MIN. PLATFORMS 500 LB LIVE LOAD WELL AS ANSI/HA-222 STANDARD.AWWA-D100 STANDARD, NOS, NEC, MSJC, •FOR INTERIOR/ABOVE GRADE APPLICATIONS TYPE N MORTAR HAVING MINIMUM ASSUMED SOIL BEARING PRESSURE=1,500 PSF AND/OR THE LATEST VERSION OF THE INTERNATIONAL BUILDING CODE, 2. IF FIELD FABRICATION IS REQUIRED,ALL CUT EDGES AND DRILLED HOLES TO BE SEALED MODULUS OF RUPTURE OF 100 PSI SHALL BE USED. FOR EXTERIOR/BELOW UNLESS NOTED OTHERWISE IN THE CORRESPONDING STRUCTURAL REPORT. USING VINYL ESTER SEALNG KIT SUPPLIED BY THE MANUFACTURER. GRADE APPUCATIONS TYPE M OR S MORTAR HAVING A MINIMUM MODULUS OF B- RAND DESIGN DATA: 2. ALL CONSTRUCTION METHODS SHOULD FOLLOW STANDARDS OF GOOD RUPTURE OF 133 PSI. RISK CATEGORY=II AT&T MOBILITY RTC CONSTRUCTION PRACTICE. LDING 3 3. ALL FASTENERS TO BE 1/2 DIA FRP THREADED ROD WITH FIBER REINFORCED • BRICK AND MORTAR INSTALLATION TO CONFORM TO MSJC BUILDING CODE BASIC RINDSPEED=93 MPH(3-SECONDS GUST,V-00)/120 MPH 18221 NE1 72nd WAY THERMOPLASTIC NUT,SPACED AT 12 INCHES ON CENTER MAXIMUM,U.N.O., FOR PANELS REQUIREMENTS FOR MASONRY STRUCTURES. 3. ALL WORK INDICATED ON THESE DRAWINGS SHALL BE PERFORMED Bl' AND AS DESIGNED FOR STRUCTURAL MEMBERS. (3-SECOND GUST VULT) REDMOND, WA 98052 QUALIFIED CONTRACTORS EXPERIENCED IN SIMILAR CONSTRUCTION. RIND IMPORTANCE FACTOR I=1.00 4. THE COLOR AND SURFACE PATTERN OF EXPOSED FRP PANELS SHALL MATCH THE EXTERIOR 2. ALL CMU TO BE 1500 PSI MIN.REINFORCING BAR(IF APPLICABLE)TO CONFORM TO ASTM MND EXPOSURE=B OF THE EXISTING BUILDING,U.N.O. A615 GRADE 60 SPECIFICATIONS.ALL MORTAR TO BE 2000 PSI MIN. 4. ALL NEW WORK SHALL ACCOMMODATE EXISTING CONDITIONS. IF OBSTRUCTIONS •FOR INTERIOR/ABOVE GRADE APPLICATIONS,TYPE N MORTAR HAVING MINIMUM ■VeloCilel ARE FOUND, CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD PRIOR TO C- SIESMIC DESIGN DATA: CONTINUING WORK. 5. SND/NUT ASSEMBLIES SHOULD BE LUBRICATED FOR INSTALLATION MODULUS OF RUPTURE OF 64 PSI SHALL BE USED FOR UNGROUTED BLOCKS, SEISMIC IMPORTANCE FACTOR I=1.00 AND 158 PSI FOR FULLY GROUTED BLOCKS. 95K CATEGORY=t 5. ANY CHANGES OR ADDITIONS MUST CONFORM TO THE REQUIREMENTS OF 6. ENSURERESPONSE &BEARING SURFACES OF THE NUTS ARE PARALLEL TO THE SURFACES BEING •FOR EXTERIOR/BELOW GRADE APPLICATIONS TYPE M OR S MORTAR HAVING A MAPPED SPECTRAL RESPONSE ACC,Ss=0.975 g Si=0.422 g complete wIreTess soTutlone THESE NOTES AND SPECIFICATIONS, AND SHOULD BE SIMILAR TO THOSEFASTENED. MINIMUM MODULUS OF RUPTURE OF 84 PSI SHALL BE USED FOR UNGROUTED SRE CLASS=D SHOWN.ALL CHANGES OR ADDITIONS SHALL BE SUBMITTED TO THE ENGINEER 4004 KRUSE WAY PLACE, SUITE 220 BLOCKS,AND 163 PSI FOR FULLY GROUTED BLOCKS. OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION AND/OR 7. TORQUE BOLTS ACCORDING TO THE FOLLOWING TABLE: SPECTRAL RESPONSE COEFFICIENTS,SDS=0.722 �1=0.444 LAKE OSWEGO, OR 97035 CONSTRUCTION. • BRICK AND MORTAR INSTALLATION TO CONFORM TO MSJC BUILDING CODE SEISMIC DESIGN CATEGORY=D INSTALLATION TORQUE TABLE REQUIREMENTS FOR MASONRY STRUCTURES. BASIC SEISMIC-FORCE RESISTING SYSTEM=EQUIPMENT 6. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND EXECUTION OF ALLSas ULTIMO TOMO Ieoa0R OE0 u r RESPONSE MODIFICATIONS FACTOR R=2.5 LA MISCELNEOUS SHORING. BRACING, TEMPORARY SUPPORTS, ETC. NECESSARY mamani 10ROUO DESIGN BASE SHEAR=CsW TO PROVIDE A COMPLETE AND STABLE STRUCTURE DURING CONSTRUCTION. N0-1.101c a•T-� AFT TOWER PLUMB 8c TENSION NOTES:. TLA-1019-A-2011 IS AN APPROPRIATE REFERENCE FOR THOSE DESIGNS I/!-u WC III FT-LBS a FT-LOS SEISMIC RESPONSE COEFFICIENT Cs=0.346 MEETING TIA STANDARDS. THE ENGINEER OF RECORD MAY PROVIDE FORMAL vs-n i.•0 05 FT-LOS a n-lBSANALYSIS PROCEDURE USED: NON STRUCTURAL COMPONENTS II C CDR E O RI E RIGGING PLANS AT THE REQUEST AND EXPENSE OF THE CONTRACTOR. 1. PLUMB AND TENSION TOWER UPON COMPLETION OF STRUCTURAL MODIFICATIONS P/t-10 Mc m R-us P.4 FT-LBSDETAILED IN THESE DRAWINGS. ( �13) V CONSULTING U S A 7. INSTALLATION SHALL NOT INTERFERE NOR DENY ADEQUATE ACCESS TO OR IHf u0- n0 FT- '°mass FROM ANY EXISTING OR PROPOSED OPERATIONAL AND SAFETY EQUIPMENT. 2. RETENSIONING OF EXISTING GUY WIRES SHALL BE PERFORMED AT A TIME WHEN THE 506 SECOND AVENUE, SUITE 1512 8. WHEN TIGHTENING FRP STUD/NUT ASSEMBUES, WRENCHES MUST MAKE FULL CONTACT WITH WIND VELOCITY IS LESS THAN 10 MPH AT GROUND LEVEL AND WITH NO ICE ON THE SEATTLE, WA 98104 B. CONTRACTOR SHALL FIELD VERIFY EXISTING FIELD CONDITIONS AND ALL ALL NUT EDGES.A STANDARD SIX POINT SOCKET IS RECOMMENDED. STRUCTURE AND GUY WIRES. DIMENSIONS PRIOR TO ANY FABRICATION OR MODIFICATION. CONTACT CORE ONE CONSULTING IF ANY DISCREPANCIES EXIST. 9. STUD/NUT ASSEMBLIES SHOULD BE BONDED BY APPLYING BONDING AGENT TO ENTIRE NUT 3. PLUMB THE TOWER WHILE RETENSIONING THE EXISTING GUY WIRES.THE HORIZONTAL AND EXPOSED SND. DISTANCE BETWEEN THE VERTICAL CENTERLINES AT ANY TWO ELEVATIONS SHALL NOT - 10. ALL FRP MATERIALS TO BE PROVIDED BY FIBERGRATE COMPOSITE STRUCTURES,DALLAS TX, EXCEED 0.25%OF THE VERTICAL DISTANCE BETWEEN TWO ELEVATIONS FOR LATTICED PROJECT Na STEEL CONSTRUCTION NOTES:. OR APPROVED EQUAL STRUCTURES. 1902U037 11. ALL FRP SHAPES TO BE DYNAFORM PULTRUCED STRUCTURAL SHAPES. 4. THE TWIST BETWEEN ANY TWO ELEVATIONS THROUGHOUT THE HEIGHT OF A LATTICE 11. DRAWN BY: T 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC MANUAL OF STEEL STRUCTURE SHALL NOT EXCEED 0.5 DEGREES IN 10 FEET.THE MAXIMUM TWIST OVER CONSTRUCTION 14TH EDITION, FOR THE DESIGN AND FABRICATION OF STEEL COMPONENTS. SHALLALL FRP PLATES TO BE FlBERPLATE MOLDED FRP PLATE THE LATTICE STRUCTURE HEIGHT NOT EXCEED 5 DEGREES. - CHECKED BY: FZ 2. ALL FIELD CUT SURFACES, FIELD DRILLED HOLES. AND GROUND SURFACES 13. ALL FRP PANELS TO BE FIBERPLATE CLADDING PANEL WHERE EXISTING PAINT OR GALVANIZATION REMOVAL WAS REQUIRED SHALL BE SPECIAL INSPECTIONS NOTES:. REPAIRED WITH (2) BRUSHED COATS OF ZRC GALVIUTE COLD GALVANIZING 14. EACH FRP PANEL TO BE IDENTIFIED WITH LARRf25536 AND FIBERGRATE COMPOSITE CAO FILE: GN-1 COMPOUND PER ASTM A780 AND MANUFACTURERS" RECOMMENDATIONS. STRUCTURAL LABEL 1. A QUALIFIED INDEPENDENT TESTING LABORATORY,EMPLOYED BY THE OWNER AND 3. ALL FIELD DRILLED HOLES TO BE USED FOR FIELD BOLTING INSTALLATION 15. FRP MATERIAL TO BE CLASSIFIED AS CC1 OR BETTER.AND HAVE MAXIMUM FLAME APPROVED BY THE JURISDICTION,SHALL PERFORM INSPECTION AND TESTING IN SUBMITTALS SHALL BE STANDARD HOLES, AS DEFINED BY RISC, UNLESS NOTED SPREAD OF 50. ACCORDANCE WITH THE THE GOVERNING BUILDING CODE,APPLICABLE SECTION(S)AS OTHERWISE. REQUIRED BY PROJECT SPECIFICATIONS FOR THE FOLLOWING CONSTRUCTION WORK: 16. ALL DESIGN AND CONSTRUCTION TO BE COMPLETED IN ACCORDANCE WITH LOS ANGELES 4. ALL EXTERIOR STEEL WORK SHALL BE GALVANIZED IN ACCORDANCE WITH RESEARCH REPORT RR25536, DATED FEBRUARY 1,2016. a. STRUCTURAL WELDING(CONTINUOUS INSPECTION OF FIELD WELDS ONLY). ASTM A123. 17. SPECIAL INSPECTIONS MUST BE PROVIDED FOR ALL FRP INSTALLMENTS.SEE SPECIAL 5. ALL STEEL MEMBERS AND CONNECTIONS SHALL MEET THE FOLLOWING GRADES: INSPECTION SECTION,THIS SHEET. b. HIGH STRENGTH BOLTS(PERIODIC INSPECTION OF A325 AND/OR A490 BOLTS) • ANGLES. CHANNELS. PLATES AND BARS TO BE A36. Fy=36 KSI, TO BE TIGHTENED PER'TURN-OF-THE-NUT'METHOD. U.N.O. • W SHAPES TO BE A992. Fy=50 KSI, U.N.O. RATIO OF EDGE DISTANCE TO FRP FASTENER DIAMETERI c. MECHANICAL AND EPDXIED ANCHORAGES. • RECTANGULAR HSS TO BE A500, GRADE B. FY=46 KSI, U.N.O. Wag ImOanoam • ROUND HSS TO BE A500, GRADE B. FY=42 KSI, U.N.O. RAF MOM-a•SW JO alt 3.11-..0 so d. FIBER REINFORCED POLYMER. • STEEL PIPE TO BE A53, GRADE B. Fy=35 KSI, U.N.O. mecMOWS-m OW rO ti[ Ts.15 L1 • BOLTS TO BE A325-X. Fu=120 KSI, U.N.O. KU ma-a"le a• .4.0-10 1• •THE SPECIAL INSPECTOR MUST VERIFY THAT THE FRP MATERIAL SPECIFIED • U-BOLTS AND LAG SCREWS TO BE A307 GR A. Fu=60 KSI, U.N.O. c� ON THE APPROVED DESIGN DOCUMENTS IS BEING INSTALLED. 6. ALL WELDING SHALL BE DONE USING EBOXX ELECTRODES, U.N.O. WOOD CONSTRUCTION NOTES:. • THE SPECIAL INSPECTOR MUST VERIFY THAT ALL CUT EDGES AND DRILLED fIMAR 16/191 ISSUED FOR REVIEW HOLES ARE PROPERLY SEALED USING A VINYL LbILAI SEALING KIT SUPPLIED THE INFORN.TION crnT JSEO IN THIS SET CF 7. ALL WELDING SHALL CONFORM TO ASC AND AWS D1.1 LATEST EDITION. 1. ALL EXISTING WOOD SHAPES ME ASSUMED TO BE DOUGLAS FIR-LARCH WITH A REFERENCE BY THE MANUFACTURER. ❑oCUviENrs IS PROPRIETARY BY NATURE B. ALL HILTI ANCHORS TO BE CARBON STEEL, U.N.O. DESIGN BENDING VALUE OF 1000 PSI MIN. wlID1F .A..= •Ere.�- EO IS THAN THAT • MECHANICAL ANCHORS: KWIK BOLT-TZ, U.N.O. •THE SPECIAL INSPECTOR MUST VERIFY THAT THE STRUCTURE IS BUILT IN smacrtY- =y o0 2. ALL PROPOSED WOOD SHAPES ARE TO BE DOUGLAS FIR-LARCH WITH A REFERENCE DESIGN • 1"ROFF • CMU BLOCK ANCHORS: ADHESIVE - HY120, U.N.O. ACCORDANCE WITH THE APPROVED DESIGN DOCUMENTS BENDING VALUE OF 1000 PSI MIN.U.N.O. << (t • CONCRETE ANCHORS: ADHESIVE - HMO, U.N.O. \('\ W V4 • CONCRETE REBAR: ADHESIVE - RESOD, U.N.O. 3. ALL EXISTING AND PROPOSED GLUED LAMINATED TIMBERS ARE TO BE 24F-1.8C DOUGLAS 2. THE INSPECTION AGENCY SHALL SUBMIT INSPECTION AND TEST REPORTS TO THE V !. �[`n Q FIR BALANCED WITH A REFERENCE DESIGN BENDING VALUE OF 2400 PSI MIN.U.N.O. BUILDING DEPARTMENT,THE ENGINEER OF RECORD.AND THE OWNER UNLESS THE 1� ` '/ V 9. ALL STUDS TO BE NELSON CAPACITOR DISCHARGE I/4"-20 LOW CARBON FABRICATOR IS APPROVED BY THE BUILDING OFFICIAL TO PERFORM WORK WITHOUT THE A ,.(�72PE STEEL COPPER-FLASH AT 55 KSI ULT/50 KSI YIELD, U.N.O. SPECIAL INSPECTIONS. J J 10. BOLTS SHALL BE TIGHTENED TO A 'SNUG TIGHT"CONDITION AS DEFINED BY _'a -/ a^�..,..... MAXIMUM ALLOWABLE ANGLE CLIP:. !► 11. MINIMUM EDGE DISTANCES SHALL CONFORM TO ASC TABLE J3.4. ��11, 2a\� yN T. \- RENEWS:di of za2 CONCRETE CONSTRUCTION NOTES:. �� � 1. CONCRETE TO BE 4000 PSI 0 28 DAYS. REINFORCING BAR TO CONFORM TO SITE ASTM A615 GRADE 60 SPECIFICATIONS. CONCRETE INSTALLATION TO CONFORM TO ACI-318 BUILDING REQUIREMENTS FOR REINFORCED CONCRETE. ALL TIGARD CONCRETE TO BE PLACED AGAINST UNDISTURBED EARTH FREE OF WATER AND ALL FOREIGN OBJECTS AND MATERIALS. A MINIMUM OF THREE INCHES OF PR35 CONCRETE SHALL COVER ALL REINFORCEMENT. WELDING OF REBAR IS NOT 6975 SOUTHWEST PERMITTED. 2. EXISTING CONCRETE SURFACES THAT ARE TO BE IN CONTACT WITH NEW ,OR 97223 RG ROAD PROPOSED CONCRETE SHOULD BE WIRE BRUSHED CLEAN AND TREATED WITH TIGARDGARD, APPROPRIATE MECHANICAL SCRATCH COAT AND REPAIR MATERIALS OR APPROPRIATE CHEMICAL METHODS SUCH AS THE APPUCATION OF A BONDING 10094/46 AGENT, EX. SAKRETE OR EQUIVALENT, TO ENSURE A QUALITY BOND BETWEEN EXISTING AND PROPOSED CONCRETE SURFACES. SHEET TITLE GENERAL NOTES SHEETNLMBER GN- 1 NOTES: _ ____ 1.REFER TO GN-1 FOR SPECIFICATIONS. a & 1< . 2.CONTRACTOR TO SITE VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. REPORT ANY ',.-:i,,,'".t x„ -..,;i e',.s."<< ».4 C` - DISCREPANCIES TO THE ENGINEER. AT&T MOBILITY RTC BUILDING 3 i ., ». 18221 NE 72nd WAY I REDMOND, WA 98052 I / PROPOSED CMU BLOCK NOT / /SHOWN FOR CLARIFY, TYP. >ff ■velocitel ' L2"x2"x1/2"ANGLE LENGTH TO MATCH EXISTING FRAME(FIELD VERIFY) complete wireless solutions 4004 KRUSE WAY PLACE, SUITE 220 LAKE OSWEGO, OR 97035 I . COREONE _�..___..._. .._.._ ........ m-_,._.___._.. ... ..._.._ CONSULTING USA L2"x2"x1/2"ANGLE x17" LONG 506 SECOND AVENUE, SUITE 1512 SEATTLE, WA 98104 3/8"0 A307 BOLT, TYP, PROJECT NO: 9 9D2U037 -! EXISTING FRAME - - --- ---- AA 3/8"0 A307 THROUGH BOLT, TM. DRAWN BY: W-T 113-- I --t}'� "-- CHECKED BY: FZ y CAD FILE g1 SUBMITTALS EXISTING CMU TyP L4"z4"xl/2" CUP ANGLE x3" LONG BLOCK. TYP DUSTING /� \� FRAME, TYP MOUNTING zi �-- /� © D ETAI L I Z Vl CMU BLOCK,6 ss8B"z6" W N.T.S, ,b, , , x\\ �\ /� \ PROPOSED 1 3/B"/ A307 THROUGH BOLT, TYP. Fr 4 \ \ EXISTING FRAME 1. �,� �, �� r�� L4"x4"x1/2" CUP ANGLE x3' LONG A7 MM 18/19 ISSUED FOR REVIEW //i \ S • \ / / \/Al WIN / \. 613141Lee ,/0 3/8"I A307 BOLT, TYP.�#44:1 lith . �� L2ISTING R ANGLE LENGTH TO MATCH ,-` '"I _ ,./ EXISTING FRAME FIELD VERIFY . 111111111 .- I `'� � EXISTING CMU BLOCK II, - �� ( ) ASSUMED 16"x8"x8" CONTRACTOR TO FIELD VERIFY ' I �-.' +— v //�; , �, L2-xz•x1/z•ANGLE xn• LONG •T 11 5: TOTAL OF (64) 16"x8"x8"CMU BLOCKS 'i - \\ \ WITH (44) EXISTING AND (20) . 4'/OL-J• T. L� PROPOSED. TOTAL WEIGHT OF 2048 LBS /'� 411%< �� 3 SECTION RENEWS:01/01/202/ -� .i o N.Is SITE grd � TIGARD PR35 6975 SOUTHWEST SANDBERG ROAD TIGARD,OR 97223 0 MODIFICATION ISOMETRIC 10094/40 N.T.S. SHEET TITLE MODIFICATION DETAILS INSTALLATION OF ALL SECTOR REINFORCEMENT KITS MUST BE COMPLETED SFEETN.AM13ER PRIOR TO ANTENNA AND RRH INSTALLATIONS. S- 1 OPFICE COPY CITY OF TIGARD REVIEWED FOR CODE COMPLIANCE Approved: IN) j OTC: Permit th au4aagaiscuao___ Address: Suite #: r By: Date- . -1] SPECIAL WSPE-nON REQUIRED State of Oregon St al Specialty Code 0 Concrete and Reinforcing Steel • Bolts Installed iri Concrete C:1 Special Moment-Flesisting Concrete Frame o Reinforcing Steel&Prestressing Steel Tendons o Structural Welding 0 iligh-S1A,,i,cot Bolting C3 Structural,-'.pc;ortry O ReinforcConcrete 0 Insulating Fill CI Spray Appñ FRasistiVe Materials O Piii7,7,1, _irio Caissons Shotcret 0 Special Cirti,t, 7ycavation and Fiiling o Smoko-Controi Systems 0 Other inspections .