HomeMy WebLinkAboutAPPROVED A2P0018B_Excalibur CD_Rev 0 (10-01-21) ES&S(1) REV DATE DESCRIPTION
A 09/08/21 PRELIMINARY CDs REV "A"
0 10/01/21 ISSUED CDs REV "0"
MD7/PRINCESS
T-MOBILE SITE # A2P001813
Mobile 9650 SOUTH OCEAN DRIVE USA ENG PROJECT NO.: -----
HUTCHINSON ISLAND, FL 34967 DRAWN BY: CHECKED BY:
PAT BMF
TOWER UPGRADE - EXCALIBUR PROJECT ' ' - -Mobile'
5901 BENJAMIN CENTER DRIVE
110 A-B
LOCATION MAP APPROVALS DESIGN CRITERIA INDEX OF DRAWINGS TAMPA,UITE FL 33634 PHONE:
8-2430
- FLORIDA BUILDING CODE 7th EDITION (2020) (813) 34348-4
ANSI/EIA/TIA-222-H (ALLOWED PER EXEMPTION #5 OF 1609.1.1) NO. DESCRIPTION NO FAX: (813) 348-4325
Empress ASCE 7-16
N
PROPERTY OWNER DATE Vult = 164 MPH (ULTIMATE 3 SECOND GUST) T-1 TITLE SHEET
Vasd = 127 MPH (NOMINAL 3 SECOND GUST)
RF ENGINEER DATE RISK CATEGORY=II GN-1 GENERAL NOTES, ABBREVIATIONS S m a rt-ink
EXPOSURE= D ARCHITECTURAL / CIVIL PLANS
• IMPORTANCE FACTOR= 1.0
CONSTRUCTION DATE - NATIONAL ELECTRICAL CODE, 2017 EDITION (NFPA 70-2017) C-1 COMPOUND PLAN
- FLORIDA FIRE PREVENTION CODE 7th EDITION (2020) 1997 ANNAPOLIS EXCHANGE PKWY.
Princess Condomi SITE ACQUISITION DATE - CONTRACTOR TO CONFIRM THAT THE SITE IS COMPLIANT WITH C-2 EQUIPMENT LAYOUT ANNAP SUITE
200
MD 21401
RF WARNING SIGNAGE & EMERGENCY SIGNAGE AS REQUIRED STRUCTURAL PLANS
ZONING DATE BY THE FEDERAL GUIDELINES CONTAINED WITH OET 65 PREPARED BY:
SITE LOCATION BULLETIN & AS PER T-MOBILE GUIDELINES. S-1 BUILDING ELEVATION
NETWORK DATE USA
CONSTRUCTION NOTES
s-lA ANTENNA LAYOUT GIENGINEERING
OPERATIONS DATE 1. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS S-2 MISCELLANEOUS DETAILS 2818 CYPRESS RIDGE BOULEVARD
AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY SUITE 110
Shuc e CONTRACTOR DATE NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE S-3 MISCELLANEOUS DETAILS WESLEY CHAPEL, FL 33544
Island,Beach Club (813) 994-0365
Takeout PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. ANTENNA PLANS FL COA #31705
'•Condominium
Island Be 2. CONTRACTOR SHALL NOTIFY OWNER FOR ACCESS TO SITE. RF-1 RF DATA SHEET / PLUMBING DIAGRAM THIS ITEM HAS BEEN ELECTRONICALLY SIGNED
4.5 221 & SEALED BY MARC P. MAIER, P.E., FL
3. THIS PROJECT CONSISTS OF THE INSTALLATION OR RF-2 RF DATA SHEET LICENSE#72513 USING A DIGITAL SIGNATURE.
VICINITY MAP PROJECT SUMMARY ( > ( > PRINTED COPIES OF THIS DOCUMENT ARE
1 NEW 6160 CABINET, 1 NEW BAN CABINET, ELECTRICAL PLANS SNOT IGNATURE MUST BE VERIFIED ON AN&THE
(3) NEW HYBRID TRUNKS, (6) NEW ANTENNAS,
ELECTRONIC COPIES.
Estarzr SITE NAME: MD7/PRINCESS (1) NEW TECH LIGHT, (3) NEW 4480 B71+B85 RRU'S, E-1 ELECTRICAL DETAILS \`I S1gnE�q1 lMarc'P�Po ai(
.on (3) NEW 4460 B25+6 Digit66 RRU'S, AND ALL ASSOCIATED WORK. x ty r/
T-MOBILE SITE ID#: A2P0018B GROUNDING °�\ M ��
•Q1i. 41.9 0304.1OQ.1.1 4�°�6DD'90178D E5208
PROJECT INITIATIVE: EXCALIBUR PROJECT I K Fqo 1vo eD= �i°°°=y i
N CONTACTS GR-1 GROUNDING DETAILS MVIN �CA�N�Hu�,(�
PARCEL: 4502-610-0034-000-3 DatQ2021`ro.0109:22.40-04'00'°°
COUNTY: ST LUCIE APPLICANT: =* No 72513
JURISDICTION: ST LUCIE COUNTY T-MOBILE
5901 BENJAMIN CENTER DRIVE -
River Park SITE COORDINATES: N 27.28899100° SUITE 110 A-B °.° STATE OF
Savannas W -80.21257400° TAMPA, FL 33634
Preserve STRUCTURE TYPE: ROOFTOP BUILDING OWNER:
State Park SITE LOCATION ',. 7/ "ION A L
BUILDING HEIGHT: 196'-0" AGL (PENTHOUSE) PRINCESS CONDOMINIUM ASSOCIATION /
ANTENNA C.L. HEIGHT: 190'-0" AGL OF HUTCHINSON ISLAND, INC. /001111100
9650 S OCEAN DRIVE OCTOBER 01,2021
Port St.Lucie 1 JENSEN BEACH, FL 34957 MARC MAIER,PE
�,6
'd N. ENGINEER: FL 13 PROFESSIONAL ENGINEER
1'I ,-,sen Beach USA ENGINEERING
SUITE
8 11PORESS RIDGE BOULEVARD
AZPooi8B
= c_,.I._FI'rceze A WESLEY CHAPEL, FL 33544 MD7/PRINCESS
CONTACT: MARC P. MAIER, P.E.
DRIVING DIRECTIONS PROJECT REFERENCES PHONE: 813-994-0365
FROM T-MOBILE CORPORATE OFFICE IN TAMPA: RAMP TO TAMPA 10.1 MI PROJECT INFORMATION 9650 SOUTH OCEAN DRIVE
15.USE THE LEFT 2 TUNES TO MERGE ONTO 1-4 W TOWARD TAMP 17.9 MI 1. THESE PLANS WERE COMPLETED PER T-MOBILE RFDSHUTCHINSONI ^^ C
1.HEAD WEST TOWARD S OCEAN DR 75 FT 16.KEEP LEFT TO STAY ON 1-4 W 1.6 MI H UT C H N S 0 N S LY1N�' L 34967
2.TURN RIGHT ONTO FLORIDA A1A N/S OCEAN DR 13.5 MI 17.KEEP LEFr TO STAY ON 1-4 W 7.0 MI VERSION 7, DATED 07/21/21. CONTRACTOR SHALL REQUEST 1. THIS IS AN UNMANNED FACILITY AND WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF
3.AT THE TRAFFIC CIRCLE,TAKE THE 2ND EXIT ONTO SEAWAY DR 1.3 MI 18.USE THE LEFT 3 LANES TO MERGE ONTO 1-275 S TOWARD ST CURRENT RFDS & WORKBOOK FROM CONSTRUCTION MANAGER PROVIDING PUBLIC CELLULAR SERVICE. SHEET DESCRIPTION
N�AT THE TRAFFIC CIRCLE,CONTINUE STRAIGHT TO STAY ON SEAWAY DR 1.3 PETERSBURG 5.3 MI PRIOR TO CONSTRUCTION.
79.USE THE RIGHT 2 LANES TO TAKE EXIT 39 TO MERGE OMO FL-60 W
5.USE THE MIDDLE LANE TO TURN LEFT ONTO N 4TH Sr/N US HWY 1 0.2 MI TOWARD CLEARWATER/TAMPA AIRPORT 1.6 Al 2. T-MOBILE CERTIFIES THAT THIS EQUIPMENT FACILITY WILL BE SERVICED ONLY BY T-MOBILE EMPLOYEES AND
6.TURN RIGHT ONTO AVE D 0.4 MI 18.CONTINUE ONTO FL-589 TOLL N 1.8 MI 2. THESE PLANS WERE COMPLETED PER USA ENGINEERING'S SUBCONTRACTORS AND THE WORK ASSOCIATED WITH ANY EQUIPMENT CANNOT BE PERFORMED BY HANDICAPPED PERSONS. TITLE SHEET
7.TURN LEFr ONTO N 10TH ST 0.4 MI 19.TAKE EXIT 4 FOR SrATE ROUTE 580 TOWARD HILLSBOROUGH AVE 0.4 MI
8.TURN RIGHT ONTO FL-68 W/ORANGE AVE 3.5 MI 20.MERGE ONTO EISENHOWER BLVD N 495 Fr MOUNT ANALYSIS, DATED 09/01/21. THIS FACILITY WILL BE FREQUENTED ONLY BY SERVICE PERSONNEL FOR REPAIR PURPOSES ONLY.
9.USE THE RIGHT LANE TO MERGE ONTO 1-95 N 1A THE RAMP TO DAYTONA 21.USE THE 2ND FROM THE RIGHT LANE TO TURN RIGHT ONTO FL-580 E/W
BEACH 15.3 MI HILLSBOROUGH AVE(SIGNS FOR RAYMOND JAMES STADIUM/AIR CARGO)0.1 MI 3. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. SHEET NUMBER
10.TAKE IXR 147 FOR FL-60 W TOWARD LAKE WALES 0.6 MI 22.USE THE LEFT 2 LANES TO TURN SLIGHTLY LEFT ONTO BENJAMIN RD 0.8
11.USE ANY LANE TO TURN LEFT ONTO FL-60 W 86.2 MI MI
12.USE THE LEFT 2 LANES TO TURN LEFT ONTO E VAN FLEET DR 0.6 MI 23.TURN RIGHT ONTO BENJAMIN CENTER DR 0.2 MI 4. NO WASTEWATER WILL BE GENERATED AT THIS LOCATION.
13.USE THE RIGHT 2 LANES TO TURN RIGHT ONTO US-98 N/BROADWAY AVE 2<.TURN LEFr 59 Fr �-�
N 7.7 MI 25.TURN RIGHT.DESTINATION WILL BE ON THE LEFT 75 FT
Q.USE THE RIGHT 2 LANES TO MERGE ONTO FL-570 W/POLK PKWY VIA THE ARRIVE AT:9650 SOUTH OCEAN DRIVE,HUTCHINSON ISLAND,FL 34967 5. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION.
REV DATE DESCRIPTION
GENERAL NOTES: A 09/08/21 PRELIMINARY CDs REV "A"
4. ALL COAXIAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT SHALL BE AS 5. THOROUGHLY REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES 0 10/01/21 ISSUED CDs REV "0"
1. ALL REFERENCES TO OWNER HEREIN SHALL BE CONSTRUED TO MEAN T-MOBILE SPECIFIED BY THE OWNER AND IS NOT INCLUDED IN THESE CONSTRUCTION REQUIRING GROUND CONNECTIONS.
OR IT'S DESIGNATED REPRESENTATIVE. DOCUMENTS. THE CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE
REQUIRED TO SECURE THE CABLES. CONNECTION HARDWARE SHALL BE STAINLESS 6. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID
2. ALL WORK PRESENTED ON THESE DRAWINGS MUST BE COMPLETED BY THE STEEL. SHARP BENDS. ALL BENDS TO BE A MIN. OF 8" RADIUS.
CONTRACTOR UNLESS NOTED OTHERWISE. THE CONTRACTOR MUST HAVE
CONSIDERABLE EXPERIENCE IN PERFORMANCE OF WORK SIMILAR TO THAT 5. ALL REINFORCING STEEL SHALL CONFORM TO ASTM 615 GRADE 60, DEFORMED 7. FOR GROUNDING TO BUILDING FRAME AND HATCH PLATE GROUND BARS, USE A
DESCRIBED HEREIN. BY ACCEPTANCE OF THIS ASSIGNMENT, THE CONTRACTOR IS BILLET STEEL BARS. WELDED WIRE FABRIC REINFORCING SHALL CONFORM TO TWO-BOLT HOLE NEPA DRILLED CONNECTOR SUCH AS T&B 32007 OR APPROVED
ATTESTING THAT HE DOES HAVE SUFFICIENT EXPERIENCE AND ABILITY, THAT HE IS ASTM A185. EQUAL.
KNOWLEDGEABLE OF THE WORK TO BE PERFORMED AND THAT HE IS PROPERLY
LICENSED AND PROPERLY REGISTERED TO DO THIS WORK IN THE STATE AND/OR 6. THE FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE 8. FOR ALL EXTERNAL GROUND CONNECTIONS, CLAMPS AND CADWELDS, APPLY A
COUNTY IN WHICH IT IS TO BE PERFORMED. LATEST A.I.S.C. SPECIFICATIONS. LIBERAL PROTECTIVE COATING OR AN ANTI-OXIDE COMPOUND SUCH AS USA LNG PROJECT NO.: -----
'NO-OXIDE A' BY DEARBORN CHEMICAL COMPANY. DRAWN BY: CHECKED BY:
3. UNLESS SHOWN OR NOTED OTHERWISE ON THE CONTRACT DRAWINGS, OR IN THE 7. ALL CONNECTIONS NOT FULLY DETAILED ON THESE PLANS SHALL BE DETAILED BY PAT BMF
SPECIFICATIONS, THE FOLLOWING NOTES SHALL APPLY TO THE MATERIALS LISTED THE STEEL FABRICATOR IN ACCORDANCE WITH A.I.S.C. SPECIFICATIONS. 9. REPAIR ALL METAL SURFACES THAT HAVE BEEN CUT OR DAMAGED BY REMOVING
HEREIN, AND TO THE PROCEDURES TO BE USED ON THIS PROJECT. 8, HOT-DIP GALVANIZE ITEMS SPECIFIED TO BE ZINC-COATED, AFTER FABRICATION ANY EXISTING RUST AND APPLYING COLD GALVANIZATION. IT ■ -Mobile■
4. ALL HARDWARE ASSEMBLY MANUFACTURER'S INSTRUCTIONS SHALL BE FOLLOWED WHERE PRACTICAL. GALVANIZING: ASTM A 123, ASTM, A 153/A 153M OR ASTM 10. ANTENNA CABLE LENGTHS HAVE BEEN DETERMINED BASED ON THESE PLANS.
5901 BSUITE N CENTER DRIVE
EXACTLY AND SHALL SUPERCEDE ANY CONFLICTING NOTES ENCLOSED HEREIN. A 653/A 653M, G90, AS APPLICABLE. CABLE LENGTHS LISTED ARE APPROXIMATED AND ARE NOT INTENDED TO BE
USED FOR FABRICATION. DUE TO FIELD CONDITIONS, ACTUAL CABLE LENGTHS SUITE 6 A-B
9. REPAIR DAMAGED SURFACES WITH GALVANIZING REPAIR METHOD AND PAINT VARY. CONTRACTOR MUST FIELD VERIFY ANTENNA CABLE LENGTHS PRIOR TO TAM PA, FL 34 PHONE:
5. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION (813) 3438-2430
PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE STRUCTURE AND ITS CONFORMING TO ASTM A 780 OR BY APPLICATION OF STICK OR THICK PASTE ORDER. FAX: (813) 348-4325
COMPONENT PARTS DURING ERECTION AND/OR FIELD MODIFICATIONS. THIS MATERIAL SPECIFICALLY DESIGNED FOR REPAIR OF GALVANIZING. CLEAN AREAS
INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY TO BE REPAIRED, AND REMOVE SLAG FROM WELDS. HEAT SURFACES TO WHICH
BRACING, GUYS OR TIE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL STICK OR PASTE MATERIAL IS APPLIED WITH A TORCH TO A TEMPERATURE
SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR SUFFICIENT TO MELT THE METALLICS. IN STICK OR PASTE, SPREAD MOLTEN
AFTER THE COMPLETION OF THE PROJECT. MATERIAL UNIFORMLY OVER SURFACES TO BE COATED AND WIPE OFF EXCESS smart
MATERIAL.
6. ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS SHOWN ON THE
DRAWINGS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND THE TESTING 10. CONTRACTOR SHALL FOLLOW THE MANUFACTURER'S INSTRUCTIONS/SPECIFICATIONS
AGENCY PRIOR TO BEGINNING ANY MATERIALS ORDERING, FABRICATION OR IF NO INFORMATION IS CONTAINED IN THESE PLANS OR IF THE MANUFACTURER'S 1997 ANNAPOLIS EXCHANGE PKWY.
CONSTRUCTION WORK ON THIS PROJECT. ANY DISCREPANCIES SHALL BE SPECIFICATIONS ARE STRICTER. SUITE 200
IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND THE OWNER'S ANNAPOLIS, MD 21401
ENGINEER. THE DISCREPANCIES MUST BE RESOLVED BEFORE THE CONTRACTOR IS PREPARED BY:
TO PROCEED WITH THE WORK. THE CONTRACT DOCUMENTS DO NOT INDICATE THE
METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT NOTE: REFER TO T-MOBILE SPECIFICATIONS AS THE CONTROLLING STANDARD FOR USA
THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, PROPOSED CONSTRUCTION. GIENGINEERING
METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES. OBSERVATION VISITS TO 2818 CYPRESS RIDGE BOULEVARD
THE SITE BY THE OWNER AND/OR THE ENGINEER SHALL NOT INCLUDE SUITE 110
INSPECTION OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES. WESLEY CHAPEL, FL 33544
(813) 994-0365
7. ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OF GOOD PERMITS: FL COA 1#311705
QUALITY, FREE FROM FAULTS AND DEFECTS AND IN CONFORMANCE WITH THE 1. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR THIS PROJECT FROM THIS ITEM HAS BEEN ELECTRONICALLY SIGNED
CONTRACT DOCUMENTS. ANY AND ALL SUBSTITUTIONS MUST BE PROPERLY ALL APPLICABLE GOVERNMENTAL AGENCIES. & SEALED BY MARC P. MAIER, P.E., FL
APPROVED AND AUTHORIZED IN WRITING BY THE OWNER AND ENGINEER PRIOR TO LICENSE #72513 USING A DIGITAL SIGNATURE.
INSTALLATION. THE CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO PRINTED COPIES OF THIS DOCUMENT ARE
NOT CONSIDERED SIGNED & SEALED &THE
THE KIND AND QUALITY OF THE MATERIALS AND EQUIPMENT BEING SUBSTITUTED. 2° ANY PERMITS WHICH MUST BE OBTAINED SHALL BE THE CONTRACTOR'S SIGNATURE MUST BE VERIFIED ON ANY
RESPONSIBILITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING BY ELECTRONIC COPIES.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND ALL CONDITIONS AND REQUIREMENTS OF THE PERMITS. \\\��IIIII/// /
SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH �� c�C P M q
THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR INSURING THAT THIS 3. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES AND THE ACI 318-08,
PROJECT AND RELATED WORK COMPLIES WITH ALL APPLICABLE LOCAL, STATE, "BUILDING REQUIREMENTS FOR STRUCTURAL CONCRETE". • �C E N f�
AND FEDERAL SAFETY CODES AND REGULATIONS GOVERNING THIS WORK. No 72513
4. THE CONTRACTOR SHALL NOTIFY THE APPLICABLE JURISDICTIONAL (STATE, COUNTY _ * e
9. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE LATEST EDITION OF OR CITY) ENGINEER 24 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. - *THE LOCAL BUILDING CODE. -
5. ALL DIMENSIONS SHALL BE VERIFIED WITH THE PLANS (LATEST REVISION) PRIOR STATE OF
10. ALL PROPOSED CELLULAR EQUIPMENT AND FIXTURES SHALL BE FURNISHED BY TO COMMENCING CONSTRUCTION. NOTIFY THE OWNER IMMEDIATELY IF %�� °• r �v
OWNER FOR INSTALLATION BY THE CONTRACTOR, UNLESS SPECIFICALLY NOTED DISCREPANCIES ARE DISCOVERED. THE CONTRACTOR SHALL HAVE A SET OF `°•.�ORI�
OTHERWISE HEREIN. APPROVED PLANS AVAILABLE AT THE SITE AT ALL TIMES WHEN WORK IS BEINGPERFORMED. A LE
11. ACCESS TO THE PROPOSED WORK SITE MAY BE RESTRICTED. THE CONTRACTOR CONTACT BY GOVERNIING ONSI AGENCY GNATED PINSPEBTORS.PLOYEE SHALL BE AVAILABLE FOR '/� �NAL E\\��`
SHALL COORDINATE INTENDED CONSTRUCTION ACTIVITY, INCLUDING WORK OCTOBER 01,2021
SCHEDULE AND MATERIALS ACCESS, WITH THE RESIDENT LEASING AGENT FOR MISCELLANEOUS: MARC MAIER,PE
APPROVAL.
1. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLES FL PROFESSIONAL ENGINEER LIC.#72513
SHALL CONFORM TO ASTM A307 OR ASTM 36. ALL STRUCTURAL FASTENERS FOR
STRUCTURAL STEEL NOTES: STRUCTURAL STEEL FRAMING SHALL CONFORM TO ASTM A325. FASTENERS SHALL
BE 5/8" MIN. DIA. BEARING TYPE CONNECTIONS WITH THREADS EXCLUDED FROM A2POOi8B
1. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE A.I.S.C. THE PLANE. ALL EXPOSED FASTENERS, NUTS, AND WASHERS SHALL BE MD'�/PRINCESS
SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS- ALLOWABLE STRESS DESIGN GALVANIZED UNLESS OTHERWISE NOTED. ALL ANCHORS INTO CONCRETE SHALL BE
AND PLASTIC DESIGN INCLUDING THE COMMENTARY AND THE A.I.S.C. CODE OF STAINLESS STEEL.
STANDARD PRACTICE.
2. THE CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE REQUIRED TO 9650 SOUTH OCEAN -7 VE
2. STRUCTURAL STEEL PLATES AND SHAPES SHALL CONFORM TO ASTM A36. ALL SECURE THE CABLES. CONNECTION HARDWARE SHALL BE STAINLESS STEEL. HJTCHIHSON ISLAND, EL 3!967
STRUCTURAL STEEL PIPES SHALL CONFORM TO ASTM A53 GRADE B. ALL
STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500 GRADE B. ALL 3. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH. CONTRACTOR SHALL SHEET DESCRIPTION
STRUCTURAL STEEL COMPONENTS AND FABRICATED ASSEMBLIES SHALL BE HOT VERIFY NORTH AND NOTIFY CONSULTANT OF ANY DISCREPANCY BEFORE STARTING
DIP GALVANIZED AFTER FABRICATION. CONSTRUCTION.
G�\FHAI NODS,
3. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS) 4. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND AHHH VIA I!;\`;
D.1.1/D1.1M:2010. STRUCTURAL WELDING CODE-STEEL WELD ELECTRODES SHALL CONDUCTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT.
BE E70XX. SHEET NUMBER
GN-1
REV DATE DESCRIPTION
A 09/08/21 PRELIMINARY CDs REV "A"
0 10/01/21 ISSUED CDs REV "0"
TRUE NORTH
USA LNG PROJECT NO.: -----
DRAWN BY: CHECKED BY:
PAT BMF
IT Fl • • • -Mobile-
5901 BENJAMIN CENTER DRIVE
EXISTING SUITE 110 A-B
COOLING TAMPA, FL 33634 PHONE:
TOWER (813) 348-2430
FAX: (813) 348-4325
EXISTING A/C
UNITS (TYP)
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0
OO EXISTING CONDUITS 1997 ANNAPOLIS EXCHANGE PKWY.
EXISTING T-MOBILE EQUIPMENT 0 / EXISTING PARAPET WALL SUITE ID 21401
CABINETS ON A PLATFORM ANNAPOLIS, MID
�O EXISTING PREPARED BY:
PENTHOUSE
EXISTING SPRINT/NEXTEL ____ SA
EQUIPMENT SHELTER �i�' GU
IENGINEERING
\ 2818 CYPRESS RIDGE BOULEVARD
0 EXISTING SPRINT/NEXTEL SUITE 110
�O ANTENNA (TYP OF 4) WESL CHAPEL, 33544
(8
O O FL C 994-0365
FL OA #31705
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED
EXISTING ICE BRIDGE & SEALED BY MARC P. MAIER, P.E., FL
LICENSE #72513 USING A DIGITAL SIGNATURE.
PRINTED COPIES OF THIS DOCUMENT ARE
EXISTING NOT CONSIDERED SIGNED & SEALED &THE
LOWER ROOF SIGNATURE MUST BE VERIFIED ON ANY
ELECTRONIC COPIES.
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o � � .•���E N J'F• 'A
EXISTING o
THE CONTRACTOR MUST FIELD VERIFY _ No 72513
T-MOBILE o
(GAMMA) ALL MEASUREMENTS AND FIELD
ANTENNA CONDITIONS PRIOR TO THE
(TYP OF 4) o COMMENCEMENT OF CONSTRUCTION. _
o • STATE OF
NOTES:
o EXISTING T-MOBILE (BETA) 1. CONTRACTOR TO FILL ANY EXISTING �,I�NAL
o ANTENNA (TYP OF 4) GRAVEL AREAS THAT ARE DISTURBED OCTOBER 01,2021
DURING THE COURSE OF
o ❑Q ❑O CONSTRUCTION, GRAVEL TO MATCH MARC MAIER,PE
O EXISTING. FL PROFESSIONAL ENGINEER LIC.#72513
2. THE CONTRACTOR TO ENSURE THAT NO
DAMAGE OR DEBRIS OCCURS ON THE I�,.
ADJACENT PROPERTIES. A2POO18B
EXISTING
SPRINT/NEXTEL 3. THE CONTRACTOR SHALL SEED ALL MD7/PRINCESS
ANTENNA DISTURBED AREAS WITH LOW
(TYP OF 4) MAINTENANCE NATIVE GRASS AND
COVER WITH APPROVED STRAW. 9650 SOUTH OCEAN DRIVE
EXISTING T-MOBILE (BETA) EXISTING SPRINT/NEXTEL 4. CONTRACTOR SHALL PROVIDE ALL HUTCHINSON ISLAND, FL 34967
ANTENNA (TYP OF 4) ANTENNA (TYP OF 4) REQUIRED EROSION CONTROL
EL rL- • TECHNIQUES AND BEST MANAGEMENT SHEET DESCRIPTION
PRACTICES PER LOCAL AND AND STATE
REQUIREMENTS AS APPLICABLE.
GRAPHIC SCALE • ® COMPOUND PLAN
5. NORTH ARROW SHOWN ON PLANS
REFE1 TO TRUE
SITE PLAN 0 10 20 40 CALL FLORIDA 811 SHALLSVERIFY NORTHR AND CINFORMCTOR
C-7 SCALE:1"=20' ONE CALL-DIAL 811 ARCHITECT/ENGINEER OF ANY SHEET NUMBER
CALL 3 WORKING DAYS
SCALE BASED ON 11°°x77•°ONLY BEFORE YOU DIG DISCREPANCY BEFORE STARTING
( IN FEET ) 1-800-638-4097 CONSTRUCTION. C-1
REV DATE DESCRIPTION
NOTES: THE CONTRACTOR MUST FIELD VERIFY A 09/08/21 PRELIMINARY CDs REV "A"
ALL MEASUREMENTS AND FIELD 0 10/01/21 ISSUED CDs REV "0"
1. CONTRACTOR TO FILL ANY EXISTING GRAVEL AREAS THAT ARE DISTURBED DURING THE COURSE CONDITIONS PRIOR TO THE
OF CONSTRUCTION, GRAVEL TO MATCH EXISTING. COMMENCEMENT OF CONSTRUCTION.
2. THE CONTRACTOR TO ENSURE THAT NO DAMAGE OR DEBRIS OCCURS ON THE ADJACENT
PROPERTIES.
3. THE CONTRACTOR SHALL SEED ALL DISTURBED AREAS WITH LOW MAINTENANCE NATIVE GRASS
AND COVER WITH APPROVED STRAW.
4. CONTRACTOR SHALL PROVIDE ALL REQUIRED EROSION CONTROL TECHNIQUES AND BEST
MANAGEMENT PRACTICES PER LOCAL AND AND STATE REQUIREMENTS AS APPLICABLE.
USA LNG PROJECT NO.: —————
7u 5. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH. CONTRACTOR SHALL VERIFY
M NORTH AND INFORM ARCHITECT/ENGINEER OF ANY DISCREPANCY BEFORE STARTING rm DRAWN BY: CHECKED BY:
o CONSTRUCTION. o PAT BMF
A A
• • • -Mobile-
5901 BENJAMIN CENTER DRIVE
SUITE 110 A—B
TAMPA, FL 33634 PHONE:
(813) 348-2430
FAX: (813) 348-4325
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INSTALL PROPOSED T—MOBILE
(1-325't, 1-175't, & 1-125't) 1997 ANNAP SUITE E200ANGE PKW
Y.
EXISTING T—MOBILE (2) NSN LOW CAPACITY HCS HYBRID 6/24 4AWG HYBRID TRUNK ANNAPOLIS, MD 21401
CABLE & (1) NSN HIGH CAPACITY HCS HYBRID CABLE ALONG EXISTING CABLE RUN
& (12) 1-5/8"0 COAX CABLE TO BE REMOVED PREPARED BY:
SA
PROPOSED T—MOBILE (1) 6160 GIEU GINEERING
SITE SUPPORT CABINET (SSC)
� 2818 CYPRESS RIDGE BOULEVARD
SUITE 110
� WESLEY CHAPEL, FL 33544
�\ (813) 994-0365
i FL COA #31705
INSTALL PROPOSED T—MOBILE
it
(1) B160 BATTERY CABINET THIS ITEM HAS BEEN ELECTRONICALLY SIGNED
\\ I\ & SEALED BY MARC P. MAIER, P.E., FL
LICENSE #72513 USING A DIGITAL SIGNATURE.
PRINTED COPIES OF THIS DOCUMENT ARE
NOT CONSIDERED SIGNED & SEALED &THE
�OO�c�`D SIGNATURE MUST BE VERIFIED ON ANY
ELECTRONIC COPIES.
I a� `, �1111II11/
EXISTING T-MOBILE SITE SUPPORT o�5 \\\ M
CABINET TO BE REMOVED �` °•°��C E NS'
* No 72513
PROPOSED T—MOBILE TECH
LIGHT, SEE DETAIL 1/S-3 = ° STATE OF
EXISTING
ILE BATTERY
CAB NET TO BBE REMOVED o° ° �'�J,�ION A L
EXISTING T-MOBILE01,
EXISTING T-MOBILE EQUIPMENT PLATFORM
o OCTOBER 07,2027
EQUIPMENT PLATFORM ° EXISTING T—MOBILE
EQUIPMENT PLINTH MARL MAZER,PE
EXISTING T-MOBILE FL PROFESSIONAL ENGINEER LIC.#72513
EQUIPMENT PLINTH
EXISTING T-MOBILE
EXISTING T—MOBILE PPC ON UTILITY H—FRAME
A2PooiBB
PPC ON UTILITY H-FRAME
EXISTING T-MOBILE TFLCO MD'�/PRINCESS
CABINET ON UTILITY H—FRAME
EXISTING T—MOBILE TELCO
CABINET ON UTILITY H—FRAME EXISTING T—MOBILE
EXISTING T—MOBILL FIBER CABINET 9650 SOUTH OCEAN DRIVE
FIBER CABINET HUTCHINSON ISLAND, FL 34967
SHEET DESCRIPTION
GRAPHIC SCALE GRAPHIC SCALE EQUIPMENT LAYOUT
EXISTING PROPOSED :WE
�1 EQUIPMENT LAYOUT ° 2.5 5 10 �21 EQUIPMENT LAYOUT ° 2.5 5 10 Iquv
C-2 SCALE: I"=5' C-2 SCALE:7"=5' CALL FLORIDA 811
ONE CALL-DIAL 811 SHEET NUMBER
CALL 3 WORKING DAYS
SCALE BASED ON 17"x77"ONLY SCALE BASED ON 17"x77"ONLY BEFORE YOU DIG
( IN FEET ) ( IN FEET ) 1-800-638-4097 C-2
REV DATE DESCRIPTION
NOTES: A 09/08/21 PRELIMINARY CDs REV "A"
0 10/01/21 ISSUED CDs REV "0"
1. A STRUCTURAL ANALYSIS SHALL BE
PERFORMED BY THE OWNER'S AGENT TO
CERTIFY THAT THE EXISTING / PROPOSED
COMMUNICATION STRUCTURE AND
COMPONENTS ARE STRUCTURALLY z
ADEQUATE TO SUPPORT ALL EXISTING
uj
AND PROPOSED ANTENNAS, COAXIAL
CABLES AND OTHER APPURTENANCES.
THE OWNER'S AGENT SHALL FURNISH A
CERTIFICATION LETTER SEALED BY A
REGISTERED PROFESSIONAL ENGINEER EXISTING
STATING THAT THIS STRUCTURAL ANALYSIS SPRINT/NEXTEL USA ENG PROJECT NO.: -----
WAS PREPARED IN ACCORDANCE WITH ANTENNA
ALL APPLICABLE CODES AND STANDARDS. DRAWN BY: CHECKED BY:
2. IF ANY WORK IS PERFORMED AT THIS TOP OF ELEVATOR PENTHOUSE PAT BMF
SITE THAT REQUIRES THE SITE TO BE EXISTING/PROPOSED TOP EL. @ 196'-0" AGL T ■ ■Mobile
OFF AIR OR TURNED DOWN, THE SWITCH T-MOBILE ANTENNA ■
IS TO BE NOTIFIED 48 HOURS PRIOR TO (TYP)CONSTRUCTION VIA NCR / CTS. 5901 BENJAMIN CENTER DRIVE
SUITE 110 A-B
3. INSTALLATION SHALL BE CONDUCTED BY TAMPA, FL 33634 PHONE:
EXISTING/PROPOSED T-MOBILE ANTENNA
FIELD CREWS EXPERIENCED IN THE � � � � 0 Q (813) 348-2430
ASSEMBLY AND ERECTION OF RADIO p p TOP EL. @ 190'-0" AGL FAX: (813) 348-4325
ANTENNAS, TRANSMISSION LINES, AND
SUPPORT STRUCTURES. ANTENNA WORK
TO BE INSTALLED PER THE ROOF DECK
REQUIREMENTS OF THE TOWER
MANUFACTURER'S SPECIFICATION. EL. @ 175' O AGL
4. ANTENNA AND MOUNT DESIGN MUST smart
COMPLY WITH TIA-EIA-222-G AND ALL
LOCAL CODES.
1997 ANNAPOLIS EXCHANGE PKWY.
5. CONTRACTOR TO PROVIDE THE PROPER SUITE 200
COAX JUMPER SUPPORT ATTACHMENTS TO ANNAPOLIS, MD 21401
THE TOWER AND ANTENNA MOUNT.
PREPARED BY:
6. MATTING IS REQUIRED TO BRING IN ANYHEAVY GIENGINEERING
uy.A
CMPLETEUTEETOWER WORK.CRANE LIFT) TO
7. CONTRACTOR SHALL PROVIDE PROTECTION 2818 CYPRESS RIDGE BOULEVARDSUITE 110
FOR EXISTING TOWER COMPONENTS WESLEY CHAPEL, FL 33544
INCLUDING BUT NOT LIMITED TO (813) 994-0365
FIXTURES, EQUIPMENT, AND CABLING FL COA #31705
DURING DEMOLITION AND CONSTRUCTION of
ACTIVITIES. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED
& SEALED BY MARC P. MAIER, P.E., FL
8. CONTRACTOR SHALL PROVIDE HOT-DIPPED LICENSE COPIES USING A DIGITAL SIGNATURE.
PRINTED COPIES OF THIS DOCUMENT ARE
GALVANIZED FASTENERS AND NOT CONSIDERED SIGNED & SEALED &THE
CONNECTORS FOR ALL TOWER SIGNATURE MUST BE VERIFIED ON ANY
COMPONENTS. ELECTRONIC COPIES.
\\1111111��
t� \ 4111
E N
THE CONTRACTOR MUST FIELD VERIFY ••�ZC
ALL MEASUREMENTS AND FIELD _ No 72513
CONDITIONS PRIOR TO THE dill
COMMENCEMENT OF CONSTRUCTION. FMF - * -
° STATE OF
tLLLL 0 R 1'�
/1FsfI�NAL E����.
OCTOBER 07,2027
MARC MAIER,PE
FL PROFESSIONAL ENGINEER LIC.#72
A2Pooi8B
MD7/PRINCESS
WT"HL I .
_III_III_III_III_III_III_III-III-III-III-III-III-III_III_III_III-III-III_III-III-III_III-III-III-III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III-III-III-III-III_III_III_III_III-III_III_III-III-III-III=III=III=III=III=III=III=III=III=III=III=III=III=III=III. 9650 SOUTH OCEAN DRIVE
1 =1 =.. ...1 ...... =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 -1 -1 -1 =1 =1 =1 =1 =1 =1 =1 =1 -1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 -1 -1 -1 -1 -1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1''
- -��-��-�-���-���-���-���-���-���-���-���-���-���-���-���-���-���-���-���-���-���-���-���-���-���-���-���-���-���-���-���-���-���-���-���-���-���-���-���-���-���-���-���-���-���-���-���-���-���-���-� �- �- �-� -���-���-���-���-���-���-���-���-���-���-���-���-���-�� H UTC H I N SO N ISLAND, FL 34967
SHEET DESCRIPTION
BUILDING
ELEVATION
BUILDING ELEVATION SHEET NUMBER
S-7 SCALE:N.T.S.
S-1
REV DATE DESCRIPTION
NOTES. EXISTING T-MOBILE ANTENNA (CMA-3DHH/6521/E0-6/RET/T305) IN 6� A 09/08/21 PRELIMINARY CDs REV "A"
0 10/01/21 ISSUED CDs REV "0"
1. A STRUCTURAL ANALYSIS SHALL BE POSITION #2, #3, #4 TO BE REMOVED (3 PER SECTOR, 9 TOTAL) TRUE NORTH
PERFORMED BY THE OWNER'S AGENT TO
CERTIFY THAT THE EXISTING / PROPOSED EXISTING TMOBILE LARGE COVP
COMMUNICATION STRUCTURE AND A¢ (1 PER SECTOR, 3 TOTAL) G1
COMPONENTS ARE STRUCTURALLY EXISTING T-MOBILE FXFB RRU
ADEQUATE TO SUPPORT ALL EXISTING TO BE REMOVED
AND PROPOSED ANTENNAS, COAXIAL 0 (1 PER SECTOR, 3 TOTAL) EXISTING EXTERIOR
CABLES AND OTHER APPURTENANCES. WALL (TYR) EXISTING T-MOBILE
THE OWNER'S AGENT SHALL FURNISH A 1, FIBER MANAGEMENT BOX
CERTIFICATION LETTER SEALED BY A EXISTING PARAPET ° (1 PER SECTOR, 3 TOTAL)
REGISTERED PROFESSIONAL ENGINEER WALL (TYR) lp
STATING THAT THIS STRUCTURAL ANALYSIS USA ENG PROJECT NO.: -----
WAS PREPARED IN ACCORDANCE WITH A3
ALL APPLICABLE CODES AND STANDARDS. G2 DRAWN BY: CHECKED BY:
2. IF ANY WORK IS PERFORMED AT THIS PAT BMF
SITE THAT REQUIRES THE SITE TO BE
OFF AIR OR TURNED DOWN, THE SWITCH 'zoo?-N a B1 B2 r o B3 B4 R G ■
IS TO BE NOTIFIED 48 HOURS PRIOR TO - EXISTING SEGSO T ■ ■Mobile
w
CONSTRUCTION VIA NCR / CTS. Pti o SPRINT/NEXTEL 34`' 5901 BENJAMIN CENTER DRIVE
ANTENNA SUITE 110 A-B
3. INSTALLATION SHALL BE CONDUCTED BY TAMPA, FL 33634 PHONE:
FIELD CREWS EXPERIENCED IN THE EXISTING A2 G3 (813) 348-2430
ASSEMBLY AND ERECTION OF RADIO T-MOBILE FRIG FAX: (813) 348-4325
ANTENNAS, TRANSMISSION LINES, AND RRU To BE EXISTING T—MOBILE BUILDING INVENTORY EXISTING T—MOBILE BUILDING INVENTORY
SUPPORT STRUCTURES. ANTENNA WORK TO BE INSTALLED PER THE REMOVED (TO REMAIN) (TO BE REMOVED)REQUIREMENTS OF THE TOWER (1 PER SECTOR, NO EXISTING EQUIPMENT TO REMAIN - ANTENNA (ANDREW #LNX-6514DS-A1 M) 3
MANUFACTURER'S SPECIFICATION. 3 TOTAL) ANTENNA (CELLMAX #CMA-BDHH/6521/EO-6/RET/TBO5) 9 s m a rt l i n k
4. ANTENNA AND MOUNT DESIGN MUST FRIA RRU 3
COMPLY WITH TIA-EIA-222-G AND ALL EXISTING
LOCAL CODES. T-MOBILE FRLB Al FXFB RRU 3 G4 0
RRU TO BE EXISTING T-MOBILE ANTENNA FRIG RRU 3 EXISTING T-MOBILE FRIG
REMOVED RRU TO BE REMOVED 1997 ANNAPOLIS EXCHANGE PKWY.
5. CONTRACTOR TO PROVIDE THE PROPER (LNX-6514DS-A1 M) IN FRLB RRU 3 SUITE 200
COAX JUMPER SUPPORT ATTACHMENTS TO (1 PER SECTOR, POSITION #1 TO BE REMOVED (1 PER SECTOR, 3 TOTAL) ANNAPOLIS, MD 21401
THE TOWER AND ANTENNA MOUNT. 3 TOTAL) (1 PER SECTOR, 3 TOTAL) LARGE COUP 4
NSN LOW CAPACITY HCS HYBRID CABLE J61
PREPARED BY:
6. MATTING IS REQUIRED TO BRING IN ANY NSN HIGH CAPACITY HCS HYBRID CABLEHEAVY ®IU.SA
CMPLETEUTEENT (CRANE TOWER WORKR LIFT) TO Coax CABLE (1-5/8"�) EXISTING ENGINEERING
7. CONTRACTOR SHALL PROVIDE PROTECTION SPRINT/NEXTEL 2818 CYPRESS RIDGE BOULEVARD
ANTENNA SUITE 110
FOR EXISTING TOWER COMPONENTS WESLEY CHAPEL, FL 33544
INCLUDING BUT NOT LIMITED TO EXISTING ANTENNA LAYOUT (813) 994-0365
FIXTURES, EQUIPMENT, AND CABLING S-1 SCALE:7"=S• FL COA #31705
DURING DEMOLITION AND CONSTRUCTION L/N600
ACTIVITIES. L700 THIS ITEM HAS BEEN ELECTRONICALLY SIGNED
2XL19 & SEALED BY MARC P. MAIER, P.E., FL
GSM LICENSE #72513 USING A DIGITAL SIGNATURE.
8. CONTRACTOR SHALL PROVIDE HOT-DIPPED q¢ U19 OR U21 PRINTED COPIES OF THIS DOCUMENT ARE
GALVANIZED FASTENERS AND L21 NOT CONSIDERED SIGNED & SEALED&THE
CONNECTORS FOR ALL TOWER INSTALL NEW RADIO 4460 B25+B66 & SIGNATURE MUST BE VERIFIED ON ANY
COMPONENTS. RADIO 4480 B71+B85 FOR POSITION #1 INSTALL NEW ANTENNA (ERICSSON AR6449 B41 G1 _ ELECTRONIC COPIES.
(2 PER SECTOR, 6 TOTAL) # ) — \�1t111111���/
IN POSITION #2 (1 PER SECTOR, 3 TOTAL)
lololouo loloulul e •
E N f
•
THE CONTRACTOR MUST FIELD VERIFY EXISTING PARAPET � .
ALL MEASUREMENTS AND FIELD WALL (TYP) A3 _ No 72513
CONDITIONS PRIOR TO THE _ * * -
COMMENCEMENT OF CONSTRUCTION. - * -
SEGjOR P B1 B2 B3 B4 NR+SHE G2 °• STATE OF
L/N600 0
�6 L700 ° EXISTING %0� '• �pRI�P,• �v\
2XL19 2.5 GHZ No SPRINT/NEXTEL
q2 U19 GOSM R U21 NR+LTE ANTENNA SECSGR G '� IDN A L
L21 ,3q5 ��IIIIIII��
F2.5 GHZ OCTOBER 01,2021
NR+LTE MARC MAIER,PE
PROPOSED T-MOBILE CABLE CHART G3 FL PROFESSIONAL ENGINEER LIC.#72513
BUILDING INVENTORY CABLE LENGTH PER
TYPE QUANTITY CABLE /�,�
Al ANTENNA (COMMSCOPE - FFW-65C-R3-V1) 3 325't EXISTING
(R P) A2Pooi8B
1-ALPHA (FIELD VERIFY)
LL700 RADIO 4460 B25+B66 3 HYBRID MD7/PRINCESS
L700 TRUNK 1-BETA 175'f
Ad
RADIO 4480 B71+B85 3 6/24 (FIELD VERIFY)
4AWG 125'f
1-GAMMA (FIELD VERIFY)
HYBRID TRUNK 6/24 4AWG 3 G4 9650 SOUTH OCEAN DRIVE
TOTAL 625't HUTCHINSON ISLAND, FL 34967
CABLE
INSTALL NEW ANTENNA (COMMSCOPE #FFVV-65C-R3-V1) SHEET DESCRIPTION
IN POSITION #1 (1 PER SECTOR, 3 TOTAL) * CONTRACTOR TO VERIFY WITH
T-MOBILE RE & CURRENT ANTENNA LAYOUT
RFDS PRIOR TO ORDERING.
EXISTING
TOWER EQUIPMENT GROUNDING NOTE: SPRINT/NEXTEL
COORDINATE PROPOSED TOWER GROUNDING 2 PROPOSED ANTENNA LAYOUT ANTENNA SHEET NUMBER
WITH EXISTING TOWER GROUND SYSTEM. \tlY SCALE:1"=S' S-1 A
REV DATE DESCRIPTION
ANTENNA TILT BRACKET A 09/08/21 PRELIMINARY CDs REV "A"
(PROVIDED W/ ANTENNA) 0 10/01/21 ISSUED CDs REV "0"
PIPE MOUNTING BRACKET MODEL: AIR6449 B41
(PROVIDED W/ ANTENNA)
DIMENSIONS: H-33.11"
T—MOBILE ANTENNA W-20.51"
D-8.54"
WEIGHT: 46.1 kg / 102 lb
T—MOBILE RRU 25.19"
USA ENG PROJECT NO.: -----
DRAWN BY: CHECKED BY:
PAT BMF
24"MIN.SPACING T� �
- -Mobile
DoQ o �' •�
, 5901 BENJAMIN CENTER DRIVE
SUITE 110 A—B
9.2 5 TAMPA, FL 33634 PHONE:
(813) 348-2430
0 0 FAX: (813) 348-4325
21
m
T—MOBILE M
RRU _ @smartlink
1997 ANNAPOLIS EXCHANGE PKWY.
200
BRACKET
PIPE MOUNT m ^ ANNAPOLIS, MD 21401
(PROVIDED BY PREPARED BY:
MANUFACTURER)
T—MOBILE ANTENNA GIENGINEERING
MOUNTING PIPE 'a i. 'i_' /
2818 CYPRESS RIDGE BOULEVARD
2Q5 ~"~ SUITE 110
9-5- WESLEY CHAPEL, FL 33544
n (813) 994-0365
ANTENNA & RRU MOUNTING DETAIL �FFVV-65C-R3-V1 DETAIL ANTENNA - ERICSSON AIR 6449 B41 FL COA #31705
S-2 SCALE:N.T.S. S-2 SCALE:N.T.S. S-2 SCALE:N.T.S. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED
& SEALED BY MARC P. MAIER, P.E., FL
LICENSE#72513 USING A DIGITAL SIGNATURE.
PRINTED COPIES OF THIS DOCUMENT ARE
NOT SIGNED&MODEL: ERICSSON SGNATUREIDERED MUST BE VERIFIED ONEANY THE
4460 B25+B66 MODEL: ERICSSON
4480 371+B85 ELECTRONIC COPIES.
DIMENSIONS: H — 19.6" ���C P M9
DIMENSIONS: H-21.8 �
i
D 12.1 '
- D-7 5 WEIGHT: 109 Ib
WEIGHT: 38 kg / 84 lb — * :• NO 72513 •: * —
STATE OF
A /0111111100 \\
NAL
OCTOBER 01,2021
MARC MAIER,PE
FL PROFESSIONAL ENGINEER LIC.#72513
4
AZPooi8B
MD7/PRINCESS
. 9650 SOUTH OCEAN DRIVE
o HUTCHINSON ISLAND, FL 34967
F. o
SHEET DESCRIPTION
MISCELLANEOUS
DETAILS
® ERICSSON - 4460 DETAIL ERICSSON - 4480 DETAIL SHEET NUMBER
S-2 SCALE:N.T.S. S-2 SCALE:N.T.S. C—L
REV DATE DESCRIPTION
A 09/08/21 PRELIMINARY CDs REV "A"
120 VOLT (LITHONIA LIGHTING
PROPOSED LED TECH LIGHT, 0 10/01/21 ISSUED CDs REV "0"
MODEL # OFL2 LED OR
APPROVED EQUIVALENT) PROPOSED T—MOBILE CABINET TO BE
MOUNTED TO PLINTH/BEAM PER
MANUFACTURER SPECIFICATIONS
3/4" RGS CONDUIT
MOUNTED TO UNISTRUT
PROPOSED 1/2"0 A325 BOLT
W/ HEX NUT & WASHER (TYP)
EXISTING H—FRAME ON USA ENG PROJECT NO.: -----
EQUIPMENT PLATFORM DRAWN BY: CHECKED BY:
PAT BMF
EXISTING T—MOBILE � � - -Mobile
ON/OFF TIME SWITCH IN PLATFORM SUPPORT BEAM
WEATHERPROOF
(NEMA 3R) ENCLOSURE ��� 5901 B SUITE N CENTER DRIVE
SUITE 110 A—B
TAMPA, FL 33634 PHONE:
\ (813) 348-2430
NOTES. FAX: (813) 348-4325
#2 AWG BARE TINNED 1. ATTACH CABINET TO PLATFORM WITH 1/2"0 A325 BOLT
SOLID COPPER BOND TYPICAL W/ HEX NUT & WASHER OR PER MANUFACTURER
SPECIFICATIONS (USE LARGER DIAMETER).
\ 2. IF SUPPORT BEAMS DO NOT ALIGN WITH CABINET/PLINTH s m a rt I i n k
BOLT PATTERN, CONTRACTOR TO INSTALL NEW SUPPORT
EQUIPMENT PLATFORM BEAMS MATCHING EXISTING SIZE/GRADE/MATERIAL.
EXISTING T-MOBILE 1997 ANNAPOLIS EXCHANGE PKWY.
GROUND BAR SUITE 200
GROUNDING SYSTEM
ANNAPOLIS, MD 21401
TECH LIGHT DETAIL CABINET ANCHORAGE DETAIL PREPARED BY:
s-3 SCALE:N.T.S. S-3 SCALE:N.T.S. GIEUNGINEERING
2818 CYPRESS RIDGE BOULEVARD
SUITE 110
WESLEY CHAPEL, FL 33544
(813) 994-0365
Coco 0000 FL COA #31705
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED
& SEALED BY MARC P. MAIER, P.E., FL
LICENSE#72513 USING A DIGITAL SIGNATURE.
PRINTED COPIES OF THIS DOCUMENT ARE
NOT CONSIDERED SIGNED& SEALED&THE
O O SIGNATURE MUST BE VERIFIED ON ANY
ELECTRONIC COPIES.
0 0 P ,
Ln
0 0 0 0 _* No 72513
O O O 0
0 0 0 0STATE OF �\
e e eG-r
000 O
0 0 0 0 0 0 0 0 0 n n 0 0 0 0 0 0 0 0 0 0 0 0 0 ''''�`�PIO .. L
2'-2" 2'-2" L 2'-2" 2'-2„
1 0" f 2' 4" OCTOBER 01,2021
MARC MAIER,PE
FL PROFESSIONAL ENGINEER LIC.#72513
ERICSSON B160 BATTERY
CABINET A2Pooi8B
WEIGHT: LBS. M�7/PRINCESS
ERICSSON RBS 6160 SIZE (HxWxD): 63 63"x26."x26.0"
WEIGHT: 411 LBS. IN.
SIZE (HXWXD):
63"x26.0"x26.0" IN. 9650 SOUTH OCEAN DRIVE
HUTCHINSON ISLAND, FL 34967
SHEET DESCRIPTION
/ MISCELLANEOUS
DETAILS
SHEET NUMBER
ERICSSON - 6160 SITE SUPPORT CABINET r4� ERICSSON - B160 BATTERY CABINET S-3
S-3 SCALE:N.T.S. S-3 SCALE:N.T.S.
REV DATE DESCRIPTION
A 09/08/21 PRELIMINARY CDs REV "A"
0 10/01/21 ISSUED CDs REV "0"
Section 1 - Site Information
Final Config: 67E5A998F
Site ID: A2POO18B Site Name: Md71Princess Latitude: 27.28899100
Status: ReadyForReview Siw Class: Roof Top hlounl Longitudo: -8021257400
Version: 7 Site Typo: Building Address: 96SO South Ocean Drive
Project Typo Market Swap Plan Year: 2021 City,State: Hutchinson Island.FL
Approved: Not Approved Market MIAMI FL USA ENG PROJECT NO.:Region: SOUTH -` -----
Approved By: NotAppraved Vendor: Nalda
Last Modified: 5J26002112:31:44 PM Landlord: The Princess Condominium Association of Mg t-� DRAWN BY: CHECKED BY:
Last Modificd By: Srshty.Ahlawat2aT Moble.com Hutchinson
(c,O PAT BMF
IRANTemplate: 67E5A998E6160(GSMon6630) I Al-Template: 67E5998E 1xAIR+10P_(ExcaQ
SoctorCoum: 3 Antenna Count: 6 Coax Lino Court: 0 TMA Count 0 RRU Count: 6
p'==r'� • -Mobile•
AMmna • •5901 BENJAMIN CENTER DRIVE
SUITE 110 A-B
TAMPA, FL 33634 PHONE:
LN600 L (813) 348-2430
FAX: (813) 348-4325
AIR6449 L700
641 @smarflink
2.5GHz 2xL19
NR+LTE (•�S� 1997 ANNAPOLIS EXCHANGE PKWY.
Proposed RAN Equipment G V SUITE 200
ANNAPOLIS, MD 21401
Template: 67E5A998E 6160(GSM on 6630) PREPARED BY:
Enclosure 1 2 U 19 r U 21
Enclosure Type - GIEUNGINEERING
Enclosure 6160 B160 __ -
Baseband 2818 CYPRESS RIDGE BOULEVARD
BB 6646 BB 8848 BB 6830 SUITE 110
L700 L2600 u21Do WESLEY CHAPEL, FL 33544
L600 N251X) G1900 (813) 994-0365
FL COA #31705
N600
L21 DO THIS ITEM HAS BEEN ELECTRONICALLY SIGNED
L1900 & SEALED BY MARC P. MAIER, P.E., FL
LICENSE#72513 USING A DIGITAL SIGNATURE.
R�i4 PRINTED COPIES OF THIS DOCUMENT ARE
Hybrid Cable 44M _ NOT CONSIDERED SIGNED& SEALED&THE
System PSU 4813(x 2) Ericsson Hybrid Trunk 6124 4AWG 40m p� SIGNATURE MUST BE VERIFIED ON ANY
Ericsson Hybrid Trunk 6124 4AWG 60m W 5*B66 44�'
ELECTRONIC COPIES.
EricssonHybridTrunk6124 4AWG 100m
Transport system CSR IXRe V2(Gen2) �P °ZC E N r
RAN Scope of Work:
* No 72513
05262021:Hybrid length needs to be validated by a site visit. (� _
STATE OF �\
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- - -- - - - - - - - - - - - - - - - - - - - - - - -- - - - �'� SIDNALE����.
Ground
BB6648 for TOD MB OCTOBER 01,2021
MARC MAIER,PE
(n l/641
FL PROFESSIONAL ENGINEER LIC.#72513
Am r.saw rr=NMjan
A2POOi8B
BB6648 for FOD MB & LB Acid MD7/PRINCESS
(B2/B25/B66/B12/B71/n71 ) Battety Add �SC
9650 SOUTH OCEAN DRIVE
�CAh HUTCHINSON ISLAND, FL 34967
B66630 fof GSM+UMTS ` / SHEET DESCRIPTION
v ELECTRICAL DETAILS
yy- SHEET NUMBER
RF-1
REV DATE DESCRIPTION
A 09/08/21 PRELIMINARY CDs REV "A"
Sector 1 (Proposed)view from front(Note:the images show view from behind) 0 10/01/21 ISSUED CDs REV "0"
Coverage Ty pe A-QadOtx Yaab
Amenna 1 2
Amenna Model camiabepe-FFV\ W-R3-V1(Ooe) EAdam-NRBMO 111141(AWeAnanu-MavmreMMO).,
A11rb uth lro fro
M_TIN O O
Height ,ro USA ENG PROJECT NO.: -----
ports P1 P2 P3 P4 Pb P6 DRAWN BY: CHECKED BY:
PAT BMF
AttNe Tech, L700 ® L700 ® tll2lro L21ro U21ro L21ro ® N2900
Ni00 ® LIi00 61iro L1900 01000 a a IN -Mobile a
Dark Tech.
5901 BENJAMIN CENTER DRIVE
Restncted Tech
Decanm.Teen. TAMPA, FL 33634 PHONE:
(813) 348-2430
E.Tilt FAX: (813) 348-4325
Sector 3(Proposed)view from front(Note:the images show view from behind)
Cabies
TMAs Coverage Type 1A-011dddr Matra
D Ip leaers I A nten,u 1
E1l 2
Combvers Antenn Model@smartlink
eMM
Radio aan-AIR6449 all(Acive Amema-MaeN )
Radb 4460 vwren Raab 44i0 coma®
I- (At Radro44W i1i25.9titi(At iRatio4460 Azimuth O Q
f!M-Tq__, B71*B85(At IAllrril iB2S+8i6(At
ArAPinna) -----� ta+ ) Writ O Q 1997 ANNAPOLIS EXCHANGE PKWY.
---- SUITE 200
Sector Equ 1pmem Height ,1� 1i0 ANNAPOLIS, MD 21401
Uncorrected Equipmem.
Ports pt P2 pig P4 P5 pig PREPARED BY:
Scope of work: ActN.Tech L700 ® LTro ® 121ro l.2tro U21ro 127ro ® N2500 L2500 F¢500
Nt100 ® atioo L1i00 1900 L1i00 GIENGINEERING
2818 CYPRESS RIDGE BOULEVARD
Dark Tech. SUITE 110
WESLEY CHAPEL, FL 33544
•A dashed border idcelea Owed egdpKnl.AymmeeteeguipnembAe/nlMw$nneSIMEDbryvaM_ Restricted Tech. (813) 994-0365
Decanm,Tech. FL COA #31705
E-Tilt THIS ITEM HAS BEEN ELECTRONICALLY SIGNED
& SEALED BY MARC P. MAIER, P.E., FL
Sector 2(Proposed)view from front(Note:the images show view from behind) Cables LICENSE#72513 USING A DIGITAL SIGNATURE.
PRINTED COPIES OF THIS DOCUMENT ARE
Coverage Type A- Mi T,eAs NOT CONSIDERED SIGNED& SEALED&THE
SIGNATURE MUST BE VERIFIED ON ANY
Amenna 2 Dlpleseisr ELECTRONIC COPIES.
Canbiners
A menna Model Cmmataope-FFW69C4t3-Vt(Odoj) Elr -AIR644841(AcinAMl -Mn"M Radio -- 4480
A zlmuth 671.885(M Raft 4480 IRabo 44ro �\ C` ^,• ••• �� /�
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Sector Equipment 1 NO 72513
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Ports P1 P2 P3 P4 P6 P6 STATE OF
Scope at Work: - !_
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Restricted Tech, OCTOBER 01,2021
Decomm-Tech MARC MAIER,PE
E.Tilt FL PROFESSIONAL ENGINEER LIC.#72513
Cables
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------
w e1Yi) '"-"'e"" --t HUTCHINSON ISLAND, FL 34967
Sector Equipment
SHEET DESCRIPTION
U nc o mected Equ 1pmern
s"veof Work 7 ELECTRICAL DETAILS
SHEET NUMBER
•AAYMdbpAY latikalaa tiratM eoralatttd k dMtMtidvrM tir SHARED
RF-2
REV DATE DESCRIPTION
A 09/08/21 PRELIMINARY CDs REV "A"
0 10/01/21 ISSUED CDs REV "0"
IF
EXISTING UTILITY COMPANY TRANSFORMER
[CONTRACTOR TO VERIFY FOR 20OA/2P SERVICE] USA ENG PROJECT NO.: -----
DRAWN BY: CHECKED BY:
EXISTING WIRE AND CONDUIT
PAT BMF
[CONTRACTOR TO VERIFY FOR 20OA/2P SERVICE]
M EXISTING METER ENCLOSURE � � - -Mobile
[CONTRACTOR To VERIFY FOR 20OA/2P SERVICE] 5901 BENJAMIN CENTER DRIVE
SUITE 110 A-B
EXISTING WIRE AND CONDUIT TAMPA, FL 33634 PHONE:
[CONTRACTOR TO VERIFY FOR 20OA/2P SERVICE] (813) 348-2430
FAX: (813) 348-4325
200
EXISTING COOL, 240V, 2-POLE, NEMA 3R MANUAL s m a rt l i n k
DISCONNECT. LOCATION
N OF MAIN BONDING JUMPER.
[CONTRACTOR TO VERIFY FOR 20OL/2P SERVICE]
1997 ANNAPOLIS EXCHANGE PKWY.
EXISTING WIRE AND CONDUIT SUITE 200
[CONTRACTOR TO VERIFY FOR 20OA/2P SERVICE] ANNAPOLIS, MD 21401
PREPARED BY:
200/2 GIEUNGINEERING
2818 CYPRESS RIDGE BOULEVARD
EXISTING 200A, 120/24OV, 1�3W, NEMA 3R, AC PANEL SUITE 110
[CONTRACTOR TO VERIFY FOR 200A/2P SERVICE] WESLEY CHAPEL, FL 33544
(813) 994-0365
T-MOBILE SITE LOCATION VOLTAGE: 240/120 iPJ MOUNTING ENCLOSURE EXISTING / NEMA 3R FL COA #31705
MAIN AC PANEL MAIN C/B: 200 AMPS AVAIL. FAULT CURRENT: EXISTING (2) #12 AWG & (1) #12 THIS ITEM HAS BEEN ELECTRONICALLY SIGNED
H-FRAME 20/1 ONO IN 1/2" CONDUIT & SEALED BY MARC P. MAIER, P.E., FL
BUS RATING: 200 AMPS BUS RATING: 200 AMPS LICENSE#72513 USING A DIGITAL SIGNATURE.
AMPS/
FLOOD LIGHT PRINTED COPIES OF THIS DOCUMENT ARE
POLES WIRE & CONDUIT TYPE NOT CONSIDERED SIGNED& SEALED&THE
DESCRIPTION KVA CKT A B CKT KVA DESCRIPTION TYPE WIRE & CONDUIT POLES SIGNATURE MUST BE VERIFIED ON ANY
1 16.80 2 0.30 TECH GFI R EXISTING 20/1 200/2 ELECTRONIC COPIES.
200/2 (2)#3/0 AWG&(1)#6 GND EQ ERICSSON 6160 1 6.50 3 16.70 - 4 - - - - - \\ // /
20/1 (2 12 AWG&(1 0.12 GND L FLOOD LIGHT 0.20 5 20 6 _ _ _ _ _ (2) #3/0 AWG & (1) #6 GND \
- - - - - 7 - - 8 - - - - - IN 2" CONDUIT \\\\�C �•• Mq
- - - - - 9 - - 10 - - - - -
•� C N F
13 14
15 - - 16 - - - - - = No 72513
17 - - 18 0.00 SURGE I EQ I EXISTING 60 2
19 20 0.00 SURGE EQ EXISTING 60 2
PHASE TOTAL 1 16.9 1 16.8 1 KVA COORDINATE LUG OR BREAKER CONNECTION WITH
TOTAL CONNECTED LOAD 1 33.7 KVA I 140/AI MANUFACTURER'S DETAILS. STATE OF •,•(��\
TOTAL DEMAND LOAD 33.8 KVAG 141/A iO�••°FZ p R IMP•,•°
LOAD CONN. LOAD DEMAND DESIGN LOAD ERICSSON
TYPE DESCRIPTION KVA AMPS FACTOR KVA AMPS U nI 1 V
L LIGHTING 0.4 1.7 1.25 0.5 2.1 NOTES: 6CABNBETSO 1 11.0 ALL NEW CONDUCTORS TO BE INSTALLED SHALL BE COPPER. ///0111 1 0 \\\
ALL CONDUCTORS SHALL BE THHW, THWN, THWN-2, XHHW,
R RECEPTACLE 0.3 1.3 NEC 0.3 1.3 XHHW-2, THW, THW-2, RHW, OR RHW-2 UNLESS NOTED OCTOBER 01,2021
M MOTOR 0.0 0.0 NEC 0.0 0.0 OTHERWISE.
H HEATING 0.0 0.0 1.00 0.0 0.0 MARC MAIER,PE
2. CONTRACTOR IS TO FIELD VERIFY ALL EXISTING ITEMS SHOWN FL PROFESSIONAL ENGINEER LIC.#72513
AC HVAC 0.0 0.0 1.00 0.0 0.0 ON THE ELECTRICAL ONE-LINE DIAGRAM AND NOTIFY THE
EQ EQUIPMENT 33.0 137.5 1.00 33.0 137. ENGINEER OF ANY DISCREPANCIES.
E EXISTING 0.0 0.0 1 1.25 0.0 1 0.01 3. ALL GROUNDING AND BONDING PER THE NEC. A
*ALL EQUIPMENT LOADS CONSIDERED To BE CONTINUOUS LOADS AZPoo18B
4, THE AUTOMATIC LIGHTING CONTROLS FOR EXTERIOR LED FLOOD
LIGHT SHALL BE INSTALLED WITH 2-HOUR TIMER OR MD7/PRINCESS
PHOTOCELL PER IECC REQUIREMENTS.
5. LED FLOOD LIGHT WATTAGE SHALL NOT EXCEED - 40OW
6. FIELD VERIFY PANEL TYPE PRIOR TO ORDERING BREAKERS
9650 SOUTH OCEAN DRIVE
HUTCHINSON ISLAND, FL 34967
SHEET DESCRIPTION
ELECTRICAL DETAILS
(:T) PROPOSED AC POWER PANEL SCHEDULE ONE-LINE DIAGRAM SHEET NUMBER
E-1 SCALE:N.T.S. E-7 SCALE:N.T.S.
E-1
REV DATE DESCRIPTION
HOLES ON THESE A 09/08/21 PRELIMINARY CDs REV "A"
ROWS ARE 5/16" DIA. O 10/01/21 ISSUED CDs REV "0"
M 3/4" 1" 3/4 DIA. 7/16 DIA.
1 13/16"1 1/8 (2 PLACES) REMOVABLE TEST
WELL COVER
N = O �1O O O O O O O O O O O O O O O FINISH GRADE (SEE NOTE 1)
0TO 0 0 0 0 0 0 0 0 0 0 0 0 0 5/16„
0 0 0 0 0 0 0 0 0 0 0 0 0 DIA. #2 TINNED #2 SOLID COPPER
i i SOLID COPPER GROUNDING ELECTRODE
O O M O O O O O O O O O O O O O O GROUND WIRE. EXPOSED BARE COPPER WIRE TO CONDUCTOR LOOP
BE KEPT TO ABSOLUTE MIN. NO _ z
5/16" HOLES ON THESE ROWS ARE 3/4" 3/4" INSULATION ALLOWED WITHIN THE 6' PVC
DIA. 7/16 DIA. 3/8"0 x 5/8" COMPRESSION TERMINAL (TYP). EXOTHERMIC USA ENG PROJECT NO.: -----
15 SPACES ® 1 1/8" STAINLESS STEEL o
BOLT (TYP). TWO HOLE LONG BARREL CONNECTION (TYP.) GROUND CABLE DRAWN BY: CHECKED BY:
24" COMPRESSION LUG SHOWN AS PAT BMF
BACK TO BACK CONNECTION. 1"x4" SLOT IN PVC
PIPE AT GROUND T Mobile
CABLE LOCATION (0 ■ ■ ■ ■ ■
NOTES: DRAGON TOOTH DRAGON TOOTH WASHER (TYP).
1. 1/4" THICK COPPER GROUND BR TIN PLATED AFTER WASHER (TYP). 5901 BENJAMIN CENTER DRIVE
FABRICATION (.0003 THICK). SUITE 110 A—B
EXOTHERMIC WELD TAMPA, FL 33634 PHONE:
2. HOLES TO HAVE 1/16" COUNTERSINK ON EACH SIDE. TO GROUND RING 3" COMPACTED STONE (813) 34348-4
SAND FILL FAX: (813) 348-4325
INSULATOR COPPERCLAD STEEL
MOUNTING BRACKET TYPICAL GROUND BAR GROUND ROD
5/B" x 10' (TYP.) S m a rt l i n k
� ° o ° o o7 CONNECTION DETAIL
° o ° o o o ° GR-1 SCALE:N.T.S. �'�'
°
®o ° o ° °o ° ° 1. CONTRACTOR SHALL PROVIDE PRE—CAST 1997 ANNAPOLIS EXCHANGE PKWY.
° o ° CONCRETE INSPECTION WELL WITH CAST 76' SUITE 200
IRON TRAFFIC RATED LID WHEN WELL WILL �M ANNAPOLIS, MD 21401
5/8" MOUNTING GROUND BAR BE IN AN AREA WHERE THEY CAN BED\
HARDWARE (SEE ABOVE) DAMAGED PREPARED BY:
CONDUCTOR CABLE 2. ALL WORK SHALL CONFORM TO THE LOCAL USA
TYPICAL GROUND BAR DETAIL CONNECTOR HARGER BUILDING CODES. DEPTH MAY VARY. GIENGINEERING
1 PART# 212T (OR EQUAL)
GR-7 SCALE:N.T.S. 2818 CYPRESS RIDGE BOULEVARD
SUITE 110
WESLEY CHAPEL, FL 33544
(813) 994-0365
s 3 GROUND ROD INSPECTION WELL DETAIL FL COA #31705
GR-1 SCALE:N.T.S. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED
& SEALED BY MARC P. MAIER, P.E., FL
LICENSE#72513 USING A DIGITAL SIGNATURE.
PRINTED COPIES OF THIS DOCUMENT ARE
NOT CONSIDERED SIGNED& SEALED&THE
TYPE VB NOTE: SIGNATURE MUST BE VERIFIED ON ANY
TYPE PT TYPE GR ELECTRONIC COPIES.
(TOWER GROUNDING TAB) ALL WORK SHALL CONFORM #6 AWG FROM ANTENNA COAX GROUND KIT. \\��1111111���//
CODES. DEPTH MAY VARY. #2 AWG FROM ANTENNA MAST OR MOUNTING BRACKET. �
% I
® HEAT SHRINK CONDUCTOR CABLE GUTILIZE RO ND BAR
E N f� .F�
ON GATES WALL OR TOWER. IF = NO 72513 '
ONLY a CONNECTOR ISOMETRIC _
EXISTING GROUND
BAR IS FULL THEN
GR-1 SCALE:N.T.S. CONTRACTOR SHALL —
TYPE VS TYPE GL LUG TYPE VBC PROVIDE A NEW '. STATE OF �;
GROUND BAR. O O O O O O O F ��
'Q •.zNRI�?.•' �
EXTERIOR GROUND—
RINGi1
/II \ BARE#THSONED NO SLAG OR �''�i0111 AL 0
COPPER GROUNDING DEFORMITIES ALLOWED OCTOBER 01,2021
CONDUCTOR #4/0 AWG TO GROUND RING MARC MAIER,PE
TYPE TA TYPE HS TYPE SS EXOTHERMIC WELD VIA BOTTOM GROUND BAR FL PROFESSIONAL ENGINEER LIC.#72513
(THERMOWELD AND INTERMEDIATE GROUND
OR EQUIVALENT) PARALLEL, BARS AS REQUIRED.
NO T—WELDS ALLOWED.
TO BE PAINTED WITHPOOiBB
COLD GALV. ALL ON
NOTES:
MD7/PRINCESS
OUTSIDE WELDS.
1. CONTRACTOR TO UTILIZE KORP—SHIELD (THOMAS & BETTS) ON
TYPE GT TYPE HA TYPE XA ALL LUG CONNECTIONS.
9650 SOUTH OCEAN DRIVE
MINIMUM BENDING RADIUS HUTCHINSON ISLAND, FL 34967
45 DEGREES, TYPICAL 2. SIMILAR INSTALLATION FOR TOP AND BOTTOM TOWER GROUND
BARS AND FOR COAX ENTRY PORT GROUND BARS.
NOTES: JUMPER, #2 SOLID, BARE, TINNED SHEET DESCRIPTION
1. CADWELD "TYPES" SHOWN ABOVE ARE EXAMPLES. COPPER GROUNDING CONDUCTOR
PROVIDE APPROPRIATE TYPES AS REQUIRED.
GROUNDING DETAILS
TYPICAL GROUND WIRE
CADWELD DETAILS WELD CONNECTION DETAIL INSTALLATION DETAIL SHEET NUMBER
GR-7 SCALE:N.T.S. GR-1 SCALE:N.T.S. GR-1 SCALE:N.T.S. wR_1