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TELECOMMUNICATIONS PROJECT MANAGEMENT
<br />16776 BERNARDO CENTER DRIVE, UNIT 203
<br />SAN DIEGO, CA 92128
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<br />SHEET TITLE:
<br />ISSUE STATUS
<br />DATEREV.DESCRIPTION BY
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<br />0 02/28/2024 90% CD REVIEW jd
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<br />PROPRIETARY INFORMATION
<br />THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS
<br />IS PROPRIETARY TO VERIZON WIRELESS
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<br />Ren. 4-30-27
<br />No. C 11978
<br />LICENSED A RCHITECT
<br />STATE OF CALIFORNIA
<br />WILLIAM M. BOOTH
<br />GENERAL
<br />SPECIFICATIONS
<br />1.WORK INCLUDED:
<br />THIS SPECIFICATION IS INTENDED TO BE GENERAL IN ITS SCOPE AS TO WHERE SEALANT IS TO BE
<br />INSTALLED. THE CONTRACTOR SHALL CHECK ALL DRAWINGS AND DETAILS AND THOROUGHLY
<br />FAMILIARIZE HIMSELF WITH THE EXTENT OF THE SEALANT INVOLVED. ONLY A COMPLETE AND
<br />ABSOLUTELY WATERTIGHT JOB WILL BE ACCEPTED.
<br />2.GUARANTEE:
<br />A.PROVIDE GUARANTEE, IN FORM REQUIRED BY VERIZON WIRELESS, FOR PERIOD OF TWO (2)
<br />YEARS.
<br />B.DEFECTIVE WORK WILL BE JUDGED A FAILURE DUE TO LEAKAGE, HARDENING, CRACKING,
<br />CRUMBLING, MELTING, SHRINKAGE OR RUNNING OF CAULKING COMPOUND OR SEALANT OR
<br />STAINING OF ANY ADJACENT WORK.
<br />3.SEALANT:
<br />A.ONE PART, ELASTOMERIC-TYPE COMPOUND CONFORMING TO ESTI-S-00230C, TYPE II CLASS A. THE
<br />COMPOUND SHALL BE SUPPLIED IN A READY TO USE FORM WHICH REQUIRES NO ON THE JOB
<br />MIXING. USE FOR ALL EXTERIOR WORK EXCEPT AREAS SUBJECT TO FOOT TRAFFIC.
<br />B.NON-TRACKING SEALANT FOR AREAS SUBJECT TO FOOT TRAFFIC (INTERIOR OR EXTERIOR): TWO
<br />COMPONENT POLYURETHANE SEALANT, AS MANUFACTURED BY NAMECO INTERNATIONAL
<br />(VULKEM 245); SONNEBORN AND SONS (SONOCLASTIC, PAVING JOINT SEALANT); W.R. GRACE CO.
<br />(DARASEAL - U TRAFFIC GRADE); OR EQUAL.
<br />SEALANT SPECIFICATIONSBATTERY SPECIFICATIONS
<br />1.ALL BATTERIES SHALL BE PROVIDED WITH LOW POSITIVE PRESSURE SELF-SEALING,
<br />FLAME ARRESTING SAFETY VENTS.
<br />2.BATTERY SYSTEM SHALL BE PROVIDED WITH A LISTED DEVICE OR OTHER APPROVED
<br />METHOD TO PRECLUDE, DETECT AND CONTROL THERMAL RUNAWAY.
<br />3.THE BATTERY CABINET SHALL BE EQUIPPED WITH A BATTERY ELECTROLYTE
<br />NEUTRALIZATION KIT CAPABLE OF NEUTRALIZING A SPILL FROM THE LARGEST BATTERY
<br />(1.78 GALLONS).
<br />4.A "CAUTION" SIGN SHALL BE ATTACHED TO THE DOOR OF THE BATTERY CABINET.
<br />SEE NOTE 3 ON SHEET A-1 & DETAIL "22/D-2".
<br />5.BATTERY RACK ANCHORS ARE DESIGNED TO RESIST SEISMIC LOADS IN ACCORDANCE
<br />WITH THE CALIFORNIA BUILDING CODE. SEE DETAIL "35/D-3"
<br />BATTERY SUMMARY: CALIFORNIA FIRE CODE BATTERY SPECIFICATION:
<br />SAFT TELX-180 NICKEL CADMIUM BATTERIES
<br />POST-INSTALLED CONCRETE AND MASONRY ANCHORS
<br />APPROVED ANCHORS
<br />CONCRETE EXPANSION ANCHORS: "HILTI" KWIK BOLT TZ2 (ICC ELC-4266) EXPIRES 12/2023.
<br />MASONRY EXPANSION ANCHORS: "HILTI" KWIK BOLT TZ2 (ICC ESR-4561) EXPIRES 12/2023.
<br />ADHESIVE ANCHORS IN CONCRETE: "HILTI" HIT-HY 200 V3 (ICC ELC-4868) EXPIRES 03/2024.
<br />ADHESIVE ANCHORS & RODS IN CONCRETE: "SIMPSON" STRONG-TIE SET 3-G EPOXY THREADED ROD & REBAR ANCHORS (ICC ESR-4057) EXPIRES 04/2024.
<br />ADHESIVE ANCHORS & RODS IN MASONRY: "HILTI" HIT-HY 270 (ICC ESR-4143) EXPIRES 01/2025.
<br />POWDER DRIVEN ANCHORS FOR SHEET METAL: "HILTI" X-U 15 (ICC ESR-2269) EXPIRES 02/2025.
<br />SCREW ANCHORS FOR MASONRY AND CONCRETE: "TAPCON" ANCHORS WITH ADVANCED THREADFORM TECHNOLOGY (ICC ESR 1671) EXPIRES 09/2024.
<br />INSTALLATION NOTES
<br />1.ALL CONCRETE ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE
<br />APPROPRIATE ICC REPORT IN NORMAL WEIGHT OR LIGHTWEIGHT CONCRETE HAVING A
<br />SPECIFIED STRENGTH OF 2500 PSI TO 8500 PSI.
<br />2.ALL MASONRY ANCHORS SHALL BE INSTALLED IN SOLID GROUTED MASONRY UNITS
<br />CONFORMING WITH ASTM C90 GRADE N, TYPE 1.
<br />3.GROUT SHALL HAVE MINIMUM A TESTED STRENGTH OF 2,000 PSI IN ACCORDANCE WITH
<br />ASTM C476 AND C1019.
<br />4.MORTAR SHALL BE TYPE S, GRADE N, TYPE 1 WITH A MINIMUM TESTED STRENGTH OF
<br />1,900 PSI IN ACCORDANCE WITH ASTM C270.
<br />5.WHEN INSTALLING ANCHORS IN (E) NON-PRESTRESSED REINFORCED CONCRETE, USE
<br />CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE (E) REINFORCING BARS.
<br />MAINTAIN A MINIMUM CLEARANCE OF ONE-INCH BETWEEN THE REINFORCEMENT AND
<br />THE DRILLED-IN ANCHOR AND/OR PIN.
<br />6.WHEN INSTALLING ANCHORS IN PRE-STRESSED OR POST-TENSIONED CONCRETE, THE
<br />CONTRACTOR SHALL X-RAY THE SURROUNDING AREA TO LOCATE AND MARK ALL
<br />ADJACENT REINFORCING WITHIN 12" OF PROPOSED ANCHOR LOCATION. CONTRACTOR
<br />SHALL USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE (E) REINFORCING
<br />BARS. MAINTAIN A MINIMUM CLEARANCE OF THREE INCHES BETWEEN THE
<br />REINFORCEMENT AND THE DRILLED-IN ANCHOR AND/OR PIN.
<br />7.ANCHOR DIAMETER REFERS TO THE OUTSIDE DIAMETER OF THE ANCHOR.
<br />8.ALL TESTS SHALL BE PERFORMED IN THE PRESENCE OF THE SPECIAL INSPECTOR.
<br />9.FOR VERIFYING SATISFACTORY INSTALLATION WORKMANSHIP, PERFORM PROOF LOAD
<br />TESTS FOR EXPANSION ANCHORS ACTING IN SHEAR AND/OR TENSION IN THE
<br />PRESENCE OF THE SPECIAL INSPECTOR. SUBMIT REPORT OF TEST RESULTS TO
<br />ENFORCEMENT AGENCY. IF ANY ANCHORS FAIL THE TENSION-TESTING REQUIREMENTS,
<br />ADDITIONAL TESTING SHALL BE CONDUCTED UNTIL ACCEPTABLE TO THE ENFORCEMENT
<br />AGENCY.
<br />A. WHEN EXPANSION TYPE ANCHORS ARE USED FOR SILL PLATE BOLTING
<br />APPLICATIONS, 10% OF THE ANCHORS SHALL BE TENSION TESTED.
<br />B. WHEN EXPANSION TYPE ANCHORS ARE USED FOR OTHER STRUCTURAL
<br />APPLICATIONS, ALL SUCH EXPANSION ANCHORS SHALL BE TENSION TESTED.
<br />EXPANSION-TYPE ANCHORS SHALL NOT BE USED AS HOLD-DOWN BOLTS.
<br />C. WHEN EXPANSION TYPE ANCHORS ARE USED FOR NON-STRUCTURAL APPLICATIONS,
<br />SUCH AS EQUIPMENT ANCHORAGE, 50% OR ALTERNATE BOLTS IN A GROUP SHALL BE
<br />TENSION TESTED.
<br />D. PROOF LOAD TEST THE EXPANSION ANCHORS TO THE TORQUE PROOF LOAD
<br />INDICATED BY THE MANUFACTURER FOR THAT PARTICULAR ANCHOR. IF ANY ANCHOR
<br />FAILS, THEN TEST ALL ANCHORS NOT PREVIOUSLY TESTED UNTIL (20) CONSECUTIVE
<br />PASS, THEN RESUME INITIAL TESTING FREQUENCY.
<br />E. THE PROOF LOAD MAY BE APPLIED BY ANY METHOD THAT WILL EFFECTIVELY
<br />MEASURE THE TENSION IN THE ANCHOR, SUCH AS DIRECT PULL WITH A HYDRAULIC
<br />JACK, A TORQUE WRENCH CALIBRATED FOR USE WITH A SPECIFIC ANCHOR,
<br />CALIBRATED SPRING-LOADED DEVICES, ETC. ANCHORS IN WHICH TORQUE IS USED
<br />TO EXPAND THE ANCHOR WITHOUT APPLYING TENSION TO THE BOLT MAY NOT BE
<br />VERIFIED WITH A TORQUE WRENCH.
<br />10.APPLY PROOF TEST LOADS TO WEDGE ANCHORS WITHOUT REMOVING THE NUT IF
<br />POSSIBLE. IF NOT, REMOVE NUT AND INSTALL A THREADED COUPLER TO THE SAME
<br />TIGHTNESS AS THE ORIGINAL NUT USING A TORQUE WRENCH AND APPLY LOAD.
<br />11.REACTION LOADS FROM TEST FIXTURES MAY BE APPLIED CLOSE TO THE ANCHOR BEING
<br />TESTED, PROVIDED THE ANCHOR IS NOT RESTRAINED FROM WITHDRAWING BY THE
<br />FIXTURE(S).
<br />12.TEST EQUIPMENT (INCLUDING TORQUE WRENCHES) IS TO BE CALIBRATED BY AN
<br />APPROVED TESTING LABORATORY IN ACCORDANCE WITH STANDARD RECOGNIZED
<br />PROCEDURES.
<br />13.THE FOLLOWING CRITERIA APPLY FOR THE ACCEPTANCE OF INSTALLED ANCHORS:
<br />HYDRAULIC RAM METHOD:
<br />THE ANCHOR SHOULD HAVE NO OBSERVABLE MOVEMENT AT THE APPLICABLE TEST
<br />LOAD. FOR WEDGE AND SLEEVE TYPE ANCHORS, A PRACTICAL WAY TO DETERMINE
<br />OBSERVABLE MOVEMENT IS THAT THE WASHER UNDER THE NUT BECOMES LOOSE.
<br />TORQUE WRENCH METHOD:
<br />THE APPLICABLE TEST TORQUE MUST BE REACHED WITHIN THE FOLLOWING LIMITS;
<br />WEDGE OR SLEEVE TYPE:
<br />ONE-HALF (1/2) TURN OF THE UNIT
<br />ONE-QUARTER (1/4) TURN OF THE NUT FOR THE 3/8" SLEEVE ANCHOR ONLY
<br />14.TESTING SHOULD OCCUR A MINIMUM OF 24 HOURS AFTER INSTALLATION OF THE
<br />SUBJECT ANCHOR.
<br />CALIFORNIA FIRE CODE - 2022 CFC CHAPTER 12, SECTION 1207
<br />ELECTRICAL ENERGY STORAGE SYSTEMS (ESS):
<br />·NICKEL CADMIUM
<br />·CONTAINERS ARE HEAT SEALED
<br />·INDIVIDUAL BATTERY TOTAL: (30) MAXIMUM
<br />·(1) BATTERY STRING = (5) INDIVIDUAL BATTERY CELLS
<br />·TOTAL BATTERY STRINGS: (6) MAXIMUM (30) BATTERIES
<br />·ONE STRING: 25.9" LONG X 20.7" WIDE X 10.0" HIGH
<br />·48 VOLTS PER STRING
<br />·172 AMP HOURS PER STRING
<br />·365.0 LBS. PER STRING
<br />·BATTERY RATING (EACH STRING): (48V x 172Ah) / 1000 - 8.26 KWH
<br />·BATTERY RATING (TOTAL) 8.26 KWH x 6 BATTERY STRINGS = 49.54 KWH (TOTAL)
<br />·BATTERY SYSTEM THRESHOLD: 49.54 KWH< 70 KWH PER CBC TABLE 1207.1.1
<br />·LOW POSITIVE PRESSURE SELF-SEALING SAFETY VENTS WITH FLAME ARRESTOR
<br />·BATTERIES MEET OR EXCEED IEEE RECOMMENDED PRACTICES AND UL RECOGNITION
<br />REQUIREMENTS
<br />·THIS BATTERY INSTALLATION IS NOT SUBJECT TO THE REQUIREMENTS OF THE
<br />CALIFORNIA FIRE CODE SECTION 1207 FOR ELECTRICAL ENERGY STORAGE SYSTEMS
<br />BATTERY SUMMARY:
<br />ORANGE COUNTY ENVIRONMENTAL HEALTH
<br />·1.78 GALLONS OF ELECTROLYTE PER BATTERY CELL / 8.90 GALLONS PER STRING
<br />·(6) STRINGS, (30) BATTERIES (MAXIMUM TOTAL)
<br />·ELECTROLYTE VOLUME: (6) BATTERY STRINGS x 8.90 GALLONS = 53.4 GALLONS
<br />·COUNTY HAZMAT THRESHOLD: 53.4 GALLONS < 55.00 GALLONS
<br />·THIS BATTERY INSTALLATION DOES NOT REQUIRE A COUNTY OF ORANGE HAZARDOUS
<br />MATERIALS BUSINESS PLAN
<br />CHAINLINK LID SPECIFICATIONS
<br />INSTALL FENCING PER ASTM F-567, SWING GATES PER ASTM F- 900
<br />1.ALL MATERIALS SHALL BE GALVANIZED
<br />2.GATE POST, TERMINAL OR PULL POST: 4"Ø NOMINAL SCHEDULE 40 PIPE FOR GATE WIDTHS UP
<br />THROUGH 6 FEET FOR SINGLE SWING GATE OR 12 FEET FOR DOUBLE SWING GATE PER ASTM-F1083
<br />3.LINE POST: 2"Ø NOMINAL SCHEDULE 40 PIPE PER ASTM-F1083
<br />4.CORNER POST: 3"Ø NOMINAL SCHEDULE 40 PIPE PER ASTM-F1083
<br />5.GATE FRAME: 1 1/2"Ø NOMINAL SCHEDULE 40 PIPE PER ASTM-F1083
<br />6.TOP RAIL & BRACE RAIL: 1 1/4"Ø NOMINAL SCHEDULE 40 PIPE PER ASTM-F1083
<br />7.FABRIC: 9 GA. CORE WIRE SIZE 2" MESH, CONFORMING TO ASTM-A392 CLASS 1
<br />8.TIE WIRE: MINIMUM 11 GA GALVANIZED STEEL INSTALL A SINGLE WRAP TIE WIRE AT POSTS AND
<br />RAILS AT MAX. 24" INTERVALS. INSTALL HOG RINGS ON TENSION WIRE AT 24" INTERVALS
<br />9.TENSION WIRE: 7 GA. GALVANIZED STEEL
<br />10.BARBED WIRE (OPTIONAL): DOUBLE STRAND 12-1/2 GAUGE TWISTED WIRE, 4 PT. BARBS SPACED ON
<br />APPROXIMATELY 5" CENTERS
<br />11.GATE LATCH: 1-3/8" O.D. PLUNGER ROD W/ MUSHROOM TYPE CATCH AND LOCK (KEYED ALIKE FOR
<br />ALL SITES OR COMBINATION AS SPECIFIED BY VERIZON WIRELESS)
<br />12.LOCAL ORDINANCE FOR BARBED WIRE PERMIT SHALL GOVERN INSTALLATION
<br />13.HEIGHT = 8' VERTICAL + 1' BARBED WIRE (OPTIONAL) VERTICAL DIMENSION
<br />14.ALL WORK SHALL CONFORM WITH THE DESIGN AND CONSTRUCTION SPECIFICATIONS FOR FENCES
<br />15.GATE HINGES SHALL BE MERCHANTS METAL MODEL 64386 HINGE ADAPTER WITH MODEL 6409, 180°
<br />ATTACHMENT OR APPROVED EQUAL
<br />16.THE GUIDE (LATCH ASSEMBLY) SHALL BE HEAVY INDUSTRIAL DOUBLE-GATE LATCH
<br />17.LATCHES AND STOPS SHALL BE PROVIDED FOR ALL GATES
<br />18.PLUNGER ROD COMPLETE WITH RECEPTOR TO BE PROVIDED AT THE INACTIVE LEAF OF ALL DOUBLE
<br />GATE INSTALLATIONS
<br />19.ALL STOPS SHALL HAVE KEEPERS CAPABLE OF HOLDING THE GATE LEAF IN THE OPEN POSITION
<br />SCOPE OF WORK FOR BATTERY INSTALLATION:
<br />1.THIS IS A NEW FACILITY.
<br />2.THERE ARE NO EXISTING BATTERIES TO BE REMOVED OR RELOCATED.
<br />3.MAXIMUM (30) NEW BATTERIES WILL BE INSTALLED.
<br />4.SEE BATTERY SPECIFICATIONS SHEET D-10.
<br />SAFT TELX-180 NICKEL CADMIUM BATTERIES
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