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HomeMy WebLinkAboutPLANSat&t TION MAP //41 i. a 1 �VCI PROPERTY OWNER DATE "s. - „tv�':: 'Fr'C '. ":'. RF ENGINEER DATE CONSTRUCTION DATE �'�...�� DATE E "�.% ..y ""f JL"'*' `"�" ^�i SITE LOCATION �-.te '- SITE ACQUISITION se mnwwwsA a +nu.° ZONING DATE lz NETWORK DATE n; OPERATIONS DATE CONTRACTOR DATE v l , - VICINITY MAP PROJECT SUMMARY 0 1.wry '�•�' ,•:.•"--�.+,^^0' .'d..s..r+, z:.;, SITE NAME: JAISLAND o FA SITE NUMBER: 10016809 o, �cmrnrl t i. 1�•u,;L• • PARCEL 1425-606-0063-000-3 term `"+ •�»z, I 1 _• - ' 'F �- COUNTY: LUCIE Atlantic Ocean COUN 1cu:,.....L �„,.,�.� 3-•a � 4-, . '"°' JURISDICTION: ST LUCIE COUNTY c"=11s. b•'"`,• ..L 1; -'"\ t '':�" SITE COORDINATES: N 27.4905944' l.0 ,m..". C`� J� i.:...., W 80.2982944' SITE PROJECT INITIATIVE: 2C STRUCTURE TYPE: ROOFTOP �awm STRUCTURE HEIGHT: 153'-5" AGL a © A !1. • ANTENNA C.L. HEIGHT: 157'-0" AGL e •.� � .. vn a / IPA?��4.m YaP 7 `�� a DRIVING DIRECTIONS a DEPART AT&T OFICB 3210 Lake Emma Rd, Lake Mary, FL 32746 0 1. Depart Lake Emma Rd toward Sun Lake Circle 446 It Make a U-tum at Sun Lake Circle 0.9 mi 2. Turn left onto W Lake Mary Blvd Arby's on the comer 0.1 mi F3. Take ramp right for 1-4 East toward Daytona Beach Mobil on the corner 2.4 mi 4. At exit 101BC, lake ramp right for SR-417-TOLL toward Airport / Sanford Toll road 29.9 mi 5. At exit 26. take ramp right for SR-528-TOLL East toward Cocoo/Kennedy Space Center 26.7 mi 6. At exit 42A take romp right for 1-95 South toward Miami 67.7 mi - 7. At exit 138, take ramp right and follow signs for SR-614 0.4 mi w B. Turn left onto SR-614 E / Indrio Rd Pass Chevron in 3.2 mi 5.9 mi z 9. Turn right onto US-1 S / SR-5 S 3.8 mi 10. Turn left onto SR-A1A / North Causeway Marathon on the comer 2.5 IN 11. Turn left to slay on SR-A1A Cumberland Farms on the comer 0.4 m1 Arrive at 3100 N Highway Ala, Fort Pierce, FL 34949 JAISLAND eG f � � FAY 10016809 SIDES 3100 NORTH A1A Ct1851DE l FORT PIERCE, FL 34949 ZNG. TGKIAAIT I"PR/l\/F�AGKITC -)- -TF.0 ` - _ DESIGN CRITERIA INDEX OF DRAWINGS - FLORIDA BUILDING CODE (6TH EDITION) 2017 ANSI/EAVTN-222-G (ALLOWED PER EXEMPTION #5 OF 1609.1.1) ASCE 7-10 VULT = 161 MPH (ULTIMATE 3 SECOND GUST) VASD = 125 MPH (NOMINAL 3 SECOND GUST) RISK CATEGORY = It EXPOSURE = D IMPORTANCE FACTOR= 1.0 - NATIONAL ELECTRICAL CODE, 2014 EDITION (NFPA 70 2014) - FLORIDA FIRE PREVENTION CODE (6TH EDITION) - CONTRACTOR TO CONFIRM THAT THE SITE IS COMPLIANT WITH RF WARNING SIGNAGE & EMERGENCY SIGNAGE AS REQUIRED BY THE FEDERAL GUIDELINES CONTAINED WITH OET 65 BULLETIN & AS PER AT&T GUIDELINES SHT. NO. DESCRIPTION T-1 TITLE SHEET GN-1 GENERAL NOTES, ABBREVIATIONS ARCHITECTURAL / CIVIL PLANS C-1 SITE PLAN STRUCTURAL PLANS S-1 BUILDING ELEVATION S-2 ANTENNA ORIENTATION CONSTRUCTION NOTES S-3 MISC. DETAILS 1. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. 2. CONTRACTOR SHALL NOTIFY OWNER FOR ACCESS TO SITE. 3. THIS PROJECT CONSISTS OF THE INSTALLATION OF: (3) NEW ANTENNAED WORK. (3) NEW 4415-825, AND ALL ASSOCIA ANTENNA PLANS AN-1 ANTENNA SCHEDULE AN-2 RISER DIAGRAM _ CONTACTS_ APPLICANT: AT&T (SFL) 8601 W. SUNRISE BLVD PLANTATION, FL 33322 PROPERTY OWNER SANDS ON THE OCEAN SECTION 1 CONDO ASSN 3100 NORTH A1A FORT PIERCE, FL 34949 ST ENGINEER: RE' H USA ENGINEERING DA 2818 CYPRESS RIDGE BLVD SUITE 110 PL WESLEY CHAPEL, FL 33544 gr CONTACT: MARC P. MAIER, P.E. PHONE: 813-994-0365 I PROJECT REFERENCES I PROJECT INFORMATION 1. THESE PLANS WERE COMPLETED PER PRELIMINARY APPROVED LTE 2C RFDS ID#:2104786 V1.00 DATED 5/8/18. CONTRACTOR SHALL REQUEST CURRENT RFDS & WORKBOOK FROM CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION. 2. THESE PLANS WERE COMPLETED PER USA ENGINEERING'S MOUNT ANALYSIS DATED 5/9/18. REV. NO. 1. THIS IS AN UNMANNED FACILITY AND WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. 2. AT&T CERTIFIES THAT THIS EQUIPMENT FACILITY WILL BE SERVICED ONLY BY AT&T EMPLOYEES AND SUBCONTRACTORS AND THE WORK ASSOCIATED WITH ANY EQUIPMENT CANNOT BE PERFORMED BY HANDICAPPED PERSONS. THIS FACILITY WILL BE FREQUENTED ONLY BY SERVICE PERSONNEL FOR REPAIR PURPOSES ONLY. 3. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. 4. NO WASTEWATER WILL BE GENERATED AT THIS LOCATION. 5. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. REV DATE DESCRIPTION A 5/22/18 PRELIMINARY CD-S MUM 0 7/3/18 REV 0 CDs ISSUED 1 2 3 4 5 6 7 8 USA NO PROJECT NO.: 01818DOO-143 DRAWN'BY: CHECKED BY. ML MM 8601 W SUNRISE BLVD PLANTATION, FL 33322 @smartlink 1997 ANNAPOUS EXCHANGE PKWY SURE 20D ANNAPOUS, MD 21401 PREPARED BY: ®IENGINEERING 2818 CYPRESS RIDGE BLVD SURE 110 WESLEY CHAPEL FL 335" (813) 994-0365 TL COA 831705 L MARL P. MAIER, PE FL PROFESSIONAL ENGINEER LIC. It 72513 JAISLAND FA #10016809 3100 NORTH AM FORT PIERCE, FL 34949 SHEET DESCRIP110N TITLE SHEET SHEET NUMBER T-1 E E Y GENERAL NOTES: 1. ALL REFERENCES TO OWNER HEREIN SHALL BE CONSTRUED TO MEAN AT&T OR IT'S DESIGNATED REPRESENTATIVE. 2. ALL WORK PRESENTED ON THESE DRAWINGS MUST BE COMPLETED BY THE CONTRACTOR UNLESS NOTED OTHERWISE. TryE CONTRACTOR MUST HAVE CONSIDERABLE E PERIENCE IN PERFORMANCE' OF WORK SIMILAR TO THAT DESCRIBED HEREIN. BY ACCEPTANCE OF THIS ASSIGNMENT, THE CONTRACTOR IS ATTESTING THAT HE DOES HAVE SUFFICIENT EXPERIENCE AND ABILITY, THAT HE IS 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 COUNTY IN WHICH IT IS TO BE PERFORMED. 3. UNLESS SHOWN OR NOTED OTHERWISE ON THE CONTRACT DRAWINGS, OR IN THE - carrlrlrAnnNS THE F0I I nWING NOTES SHALL APPLY TO THE .MATERIALS LISTED 4. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THESAFETYOF THE STRUCTURE AND ITS COMPONENT PARTS DURING ERECTION AND/OR FIELD MODIFICATIONS. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER THE COMPLETION OF THE PROJECT. 5. ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS SHOWN ON THE DRAWINGS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND THE TESTING AGENCY PRIOR TO BEGINNING ANY MATERIALS ORDERING, FABRICATION OR CONSTRUCTION WORK ON THIS PROJECT. ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND THE OWNER'S ENGINEER. THE DISCREPANCIES MUST BE RESOLVED BEFORE THE CONTRACTOR IS TO PROCEED WITH THE WORK. THE CONTRACT DOCUMENTS DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY THE OWNER AND/OR THE ENGINEER SHALL NOT INCLUDE INSPECTION OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES. 6. ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS AND IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. ANY AND ALL SUBSTITUTIONS MUST BE PROPERLY APPROVED AND AUTHORIZED IN WRITING BY THE OWNER AND ENGINEER PRIOR TO INSTALLATION. THE CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO .THE KIND AND QUALITY OF THE MATERIALS AND EQUIPMENT BEING SUBSTITUTED. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND -SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS -IN CONNECTION WITH THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR INSURING THAT THIS PROJECT AND RELATED WORK COMPLIES WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL SAFETY CODES AND REGULATIONS GOVERNING THIS WORK. B. ALL WORK SHALL BE COMPLETED AN ACCORDANCE WITH THE LATEST EDITION OF THE LOCAL BUILDING CODE. 9. ALL PROPOSED CELLULAR EQUIPMENT AND FIXTURES SHALL BE FURNISHED BY OWNER FOR INSTALLATION BY THE CONTRACTOR. UNLESS SPECIFICALLY NOTED OTHERWISE HEREIN. 10. ACCESS TO THE PROPOSED WORK SITE MAY BE RESTRICTED. THE CONTRACTOR SHALL COORDINATE INTENDED CONSTRUCTION ACTIVITY, INCLUDING WORK SCHEDULE AND MATERIALS ACCESS, WITH THE RESIDENT LEASING AGENT FOR APPROVAL. 1. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE A.I.S.C. SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS- ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN INCLUDING THE COMMENTARY AND THE A.I.S.C. CODE OF STANDARD PRACTICE. 2. STRUCTURAL STEEL PLATES AND SHAPES SHALL CONFORM TO ASTM A36. ALL STRUCTURAL STEEL PIPES SHALL CONFORM TO ASTM A53 GRADE B. ALL STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500 GRADE B. ALL STRUCTURAL STEEL COMPONENTS AND FABRICATED ASSEMBLIES SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. 3. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS) D.1.1/D1.1M:2010. STRUCTURAL WELDING CODE -STEEL WELD ELECTRODES SHALL BE E70XX. 4. ALL COAXIAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT SHALL BE AS SPECIFIED BY THE OWNER AND IS NOT INCLUDED IN THESE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE REQUIRED TO SECURE THE CABLES. CONNECTION HARDWARE SHALL BE GRADE 304 STAINLESS STEEL. i i 5. ALL REINFORCING STEEL SHALL CONFORM TO ASTM 615 GRADE 60. DEFORMED BILLET STEEL BARS. WELDED WIRE FABRIC REINFORCING SHALL CONFORM TO ASTM A185. 6. THE FABRICATION AND -ERECTION -OF STRUCTURAL -STEEL SHALL CONFORM TO THE LATEST A.I.S.C. SPECIFICATIONS. 7. ALL CONNECTIONS NOT FULLY DETAILED ON THESE PLANS SHALL BE DETAILED BY S. HOT -DIP GALVANIZE ITEMS SPECIFIED TO BE ZINC -COATED, AFTER FABRICATION WHERE PRACTICAL. GALVANIZING: ASTM A 123, ASTM, A 153/A 153M OR ASTM A 653/A 653M, G90, AS APPLICABLE. 9. REPAIR DAMAGED SURFACES WITH GALVANIZING REPAIR METHOD AND PAINT CONFORMING TO ASTM A 780 OR BY APPLICATION OF STICK OR THICK PASTE MATERIAL SPECIFICALLY DESIGNED FOR REPAIR OF GALVANIZING. CLEAN AREAS TO BE REPAIRED, AND REMOVE SLAG FROM WELDS. HEAT SURFACES TO WHICH STICK OR PASTE MATERIAL IS APPLIED WITH A TORCH TO A TEMPERATURE SUFFICIENT TO MELT THE METALLICS. IN STICK OR PASTE, SPREAD MOLTEN MATERIAL UNIFORMLY OVER SURFACES TO BE COATED AND WIPE OFF EXCESS MATERIAL. 10. CONTRACTOR SHALL FOLLOW THE MANUFACTURER'S INSTRUCTIONS/SPECIFICATIONS IF NO INFORMATION IS CONTAINED IN THESE PLANS OR IF THE MANUFACTURER'S SPECIFICATIONS ARE STRICTER. 1. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR THIS PROJECT FROM ALL APPLICABLE GOVERNMENTAL AGENCIES. 2. ANY PERMITS WHICH MUST BE OBTAINED SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND REQUIREMENTS OF THE PERMITS. 3. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES AND THE ACI 318-14. "BUILDING REQUIREMENTS FOR STRUCTURAL CONCRETE". 4. THE CONTRACTOR SHALL NOTIFY THE APPLICABLE JURISDICTIONAL (STATE, COUNTY OR CITY) ENGINEER 24 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. 5. ALL DIMENSIONS SHALL BE VERIFIED WITH THE PLANS (LATEST REVISION) PRIOR TO' COMMENCING CONSTRUCTION. NOTIFY THE OWNER IMMEDIATELY IF DISCREPANCIES ARE DISCOVERED. THE CONTRACTOR SHALL HAVE A SET OF APPROVED PLANS AVAILABLE AT THE SITE AT ALL TIMES WHEN WORK IS BEING PERFORMED. A DESIGNATED RESPONSIBLE EMPLOYEE SHALL BE AVAILABLE FOR CONTACT BY GOVERNING AGENCY INSPECTORS. 1. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLES SHALL CONFORM TO ASTM A307 OR ASTM 36. ALL STRUCTURAL FASTENERS FOR STRUCTURAL STEEL FRAMING SHALL CONFORM TO ASTM A325. FASTENERS SHALL BE 5/8" MIN. DIA. BEARING TYPE CONNECTIONS WITH THREADS EXCLUDED FROM THE PLANE. ALL EXPOSED FASTENERS, NUTS, AND WASHERS SHALL BE GALVANIZED UNLESS OTHERWISE NOTED. ALL ANCHORS INTO CONCRETE SHALL BE STAINLESS STEEL. 2. THE CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE REQUIRED TO SECURE THE CABLES. CONNECTION HARDWARE SHALL BE STAINLESS STEEL. 3. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH. CONTRACTOR SHALL VERIFY NORTH AND NOTIFY CONSULTANT OF ANY DISCREPANCY BEFORE STARTING CONSTRUCTION. 4. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. USE GRADE 304 STAINLESS STEEL HARDWARE THROUGHOUT. 5. THOROUGHLY REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND CONNECTIONS. 6. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE: AVOID SHARP BENDS. ALL BENDS TO BE A MIN. OF 8" RADIUS. 7. FOR GROUNDING TO BUILDING FRAME AND HATCH PLATE GROUND BARS, USE A TWO -BOLT HOLE NEPA DRILLED CONNECTOR SUCH AS T&B 32007i OR APPROVED EQUAL. 8. FOR ALL EXTERNAL GROUND CONNECTIONS, CLAMPS AND CADWELDS, APPLY A LIBERAL PROTECTIVE COATING OR AN ANTI -OXIDE COMPOUND SUCH AS 'NO -OXIDE A' BY DEARBORN CHEMICAL COMPANY. 9. REPAIR ALL METAL SURFACES THAT HAVE BEEN CUT OR DAMAGED BY REMOVING ANY EXISTING RUST AND APPLYING COLD GALVANIZATION. I.GRTIAN:I212IJHai213611N:I1392m;lrl GYM USED FOR FABRICATION. DUE TO FIELD CONDITIONS, ACTUAL CABLE LENGTHS VARY. CONTRACTOR MUST FIELD VERIFY ANTENNA CABLE LENGTHS PRIOR TO ORDER. REV DATE DESCRIPTION A 5/22/18 PRELIMINARY CO'S ISSUED 0 7/3/18 REV 0 CDs ISSUED 1 2 3 4 5 6 7 Re ECT NO.: 01818000-143 USA iML . CHECKED B!: MM 8601 W SUNRISE BLVD PLANTATION, FL 33322 smartlink 1997 ANNAPOUS EXCHANGE PKWY. SUITE 200 ANNAPOLIS. MD 21401 PREPARED BY: IUS 918 NEERING 2818 CYPRESS RIDGE BLVD SUITE 110 WESLEY CHAPEL. FL 335" (813) 994-0365 FL COA #31705 .� NO 72S13 r 9' 8TAT E..0' _ OF JULY 3, 2018 MARC P. MAIER, PE FL PROFESSIONAL ENGINEER LIC. # 72513 JAISLAND FA #10016809 3100 NORTH A1A FORT PIERCE, FL 34949 SHEET DESCRIPTION GENERAL NOTES, ABBREVIATIONS SHEET NUMBER GN-1 M1 ^ NOTES: 1. CONTRACTOR TO FILL ANY EXISTING GRAVEL AREAS THAT ARE DISTURBED DURING THE COURSE OF CONSTRUCTION, GRAVEL TO MATCH EXISTING. 2. THE CONTRACTOR TO ENSURE THAT N01 DAMAGE OR DEBRIS OCCURS ON THE ADJACENT PROPERTIES. 3. THE CONTRACTOR SHALL SEED ALL DISTURBEDAREAS 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. 5. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH. CONTRACTOR SHALL VERIFY NORTH AND INFORM ARCHITECT/ENGINEER OF ANY DISCREPANCY BEFORE STARTING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR MODIFYING THE RAYCAP INSTALL ON THE TOWER TO ACCOMMODATE THE QUANTITY OF RRU'S. E a THE CONTRACTOR MUST FIELD VERIFY ALL MEASUREMENTS AND FIELD CONDITIONS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ri 0 V e CABLE LENGTH FROM EQUIPMENT ROOM SECTOR CABLE LENGTH A 160't B 47'3 C 180't ONE CALL - DIAL 811 CALL 3 WORKING DAYS BEFORE YOU DIG 1-80D-6384097 EXISTING ROOT TOP DECK EXISTING PENTHOUSE ❑ AT&T WAVEGUIDI BRIDGE EXISTING ROOF DECK , EXISTING PENTHOUSE u LV��ry ^J pry B SITE PLAN SCALE BASED ON 11"K17^ ONLY EXISTING EOUIPMEM PLATFORM EXISTING COOLING pIIS-0NC EQUIPMENT AT&T EOUIPMFNT SHELTER EXISTING AT&T MECABLE ON CABLE 11 TRAY (TYPICAL) 7o 11, , AT&T CABLE RAY (TYP.) EXISTING ROOF ® DECK EXISTING PARAPET WALL (TYP.) EXISTING STEEL PIPE SCREEN RAIL S CTOa 11ZM Z (BE7q� TDS. �> r " a-1 r ! V Ll MI REV DATE DESCRIPTION A 5/22/18 PRIDIMINARY GO'S ISSUED 0 7/3/18 REV 0 CDs ISSUED 1 2 3 4 5• 6 7 8 USA ENG PROJECT NO.: 01818000-143 DRAWN BY: CHECKED BY: ML MM 8601 W SUNRISE BLVD PLANTATION, FL 33322 @)smartlink 1997 ANNAPOUS EXCHANGE PKWY. SURE 200 ANNAPOLIS, MD 21401 REPAIRED BY: aIENGINEERING 2818 CYPRESS RIDGE BLVD SUITE 110 WESLEY CHAPEL, FL 33544 (813) 994-0365 FL COA #31705 ,eo�,�,ccf!!q►q '� ' • No 72513 O STATE :� •� E OF �eeeF O 1 .......... eeee JULY 3. 2018 MARC P. MAIER, PE FL PROFESSIONAL ENGINEER LIC. # 72513 JMSLAND FA #10016809 3100 NORTH A1A FORE PIERCE, FL 34949 SHEET DESCRIPTION SITE PLAN C-1 NOTES: 1. A STRUCTURAL ANALYSIS SHALL BE PERFORMED BY THE OWNER'S AGENT TO CERTIFY THAT THE EXISTING/PROPOSED COMMUNICATION STRUCTURE AND COMPONENTS ARE STRUCTURALLY ADEQUATE TO SUPPORT ALL EXISTING AND PROPOSED ANTENNAS, COAXIAL CABLES AND OTHER APPURTENANCES. THE OWNER'S AGENT SHALL FURNISH A CERTIFICATION LETTER SEALED BY A REGISTERED PROFESSIONAL ENGINEER STATING THAT THIS STRUCTURAL ANALYSIS WASj PREPARED IN ACCORDANCE WI)'H ALL APPLICABLE CODES ANDI STANDARDS. 1 2. IF ANY WORK IS PERFORMED AT THIS SITE THAT REQUIRES THE SITE TO BE OFF AIR OR TURNED DOWN, THE SWITCH IS TO BE NOTIFIED 48 HOURS PRIOR TO CONSTRUCTION VIA NCR/CTS. 3. INSTALLATION SHALL BE CONDUCTED BY FIELD CREWS EXPERIENCED IN THE ASSEMBLY AND ERECTION OF RADIO ANTENNAS, TRANSMISSION LINES, AND SUPPORT STRUCTURES. ANTENNA WORK TO BE INSTALLED PER THE - REQUIREMENTS OF THE TOWER MANUFACTURER'S SPECIFICATION. 4. ANTENNA AND MOUNT DESIGN MUST COMPLY WITH TIA-EIA-222-G AND ALL LOCAL CODES, 5. CONTRACTOR TO PROVIDE THE PROPER COAX JUMPERSUPPORT-ATTAQHMENTS-TO-TRE-TOWER'AND-ANTENNA=MOUNT= E E m s CONTRACTOR IS RESPONSIBLE FOR MODIFYING THE RAYCAP INSTALLED ON THE TOWER TO ACCOMMODATE THE QUANTITY OF RRU'S. THE CONTRACTOR MUST FIELD VERIFY ALL MEASUREMENTS AND FIELD CONDITIONS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. BUILDING ELEVATION 5.1 SCALE: N.T.S. NOTES: 1. REFER TO CURRENT RFDS FOR ADDITIONAL INFO. 2. AIDJUST ANTENNA MOUNTS AS REQUIRED TO ACHIEVE THE AZIMUTH SPECIFIED AND LIMIT RF SHADOWING 3. UNLESS NOTED OTHERWISE THE CONTRACTOR MUST PROVIDE ALL MATERIAL NECESSARY. 4. CONTRACTOR TO RETURN ALL EXISTING ANTENNAS BEING --9F11nVFn-Tn ATAT— - - - - q OF PROPOSED & EXISTING T T ANTENNAS 15T-O' AGL OF BUDI ILNG 153'-5"' AGL 1 BUILDING REV DATE DESCRI"ON A 5/22/18 PREUMMARY CD'S ISSUED 0 7/3/18 REV 0 CDs ISSUED 1 2 3 4 5 6 7 8 USA DIG PROJECT NO.: 01818000-143 DRAWN fiY: CHECKED-BY:-- ML MM at 1= 8601 W SUNRISE BLVD PLANTATION, FL 33322 @smartlink 1997 ANNAPOUS EXCI GE PKWY. SURE 200 ANNAPOUS, MD 21401 PREPARED BY: GIUSA 2818 CYPRESS RIDGE BLVD SUITE 110 WESLEY CHAPEL, FL 335" (813) 994-0365 FL GOA #31705 Y '} = No 72sl T} 31 YY7 ST/iiE OF : nlr JULY 3, 2018 MARC P. MAIER, PE FL PROFESSIONAL ENGINEER LIC. M 72513 JAISLAND FA #10016809 3100 NORTH A1A FORT PIERCE, FL 34949 SHEEL DESCRIPRON "'UDING LES'VLAMON HEET NUMBER -1 BETA SECTOR GAMMA SECTOR ALPHA SECTOR FF EXISTING ANTENNA IN POSITION o #1 TO BE REPLACED (1 PER SECTOR, 3 TOTAL) I I EXISTING (ANTENNA IN POSITION I I ENNA IN POSITION I EXISTING RAYCAP DC SURGE I V, O PROTECTION BOX MODEL 1i1� A7 #1 TO BE REPLACED #4 TO REMAIN I #DC2-48-60-0-9E TO REMAIN O or (1 PER SECTOR, 3 TOTAL) SECTOR, 3 TOTAL) B4 I G7 (1 PER SECTOR, 3 TOTAL) N EXISTING RAYCAP DC SURGE TMA IN POSITION > PROTECTION BOX MODEL --REMAIN-INACTIVE - #DC2-48-60-0-9E TO REMAIN SECTOR, 3 TOTAL)EXISTING (1 PER SECTOR, 3 TOTAL) EXISTING TMA IN POSITION ==L e l#4 TO REMAIN INACTIVE P_ENT!'�UUSE, _ _ __ _ ___ 5- —% _ _ _ _(1. PER SECTOR_ 3 TOTAL) _ EXISTING ANTENNA IN POSITION SECTOR z i6 e94,4�0 YEXISTING ANTENNA IN POSITION 'A`4 #1 TO BE REPLACED ^1= a 1p5 G4 #1 PER SETO CT A) OR, 3 TOTAL) O (1 PER SECTOR, 3 TOTAL) EXISTING ANTENNAS IN POSITION #4 TO REMAIN B� (1 PER SECTOR, 3 TOTAL) EXISTING RAYCAP DC SURGE PROTECTION BOX MODEL _ EXISTING TMA IN POSITION #DC2-48-60-0-9E TO REMAIN #4 TO REMAIN INACTIVE (i PER SECTOR, 3 TOTAL) (1 PER SECTOR, 3 TOTAL) NOTES: 1. REFER TO CURRENT RFDS FOR ADDITIONAL INFO. 2. ADJUST ANTENNA MOUNTS AS REQUIRED TO ACHIEVE THE AZIMUTH SPECIFIED AND LIMIT RF SHADOWING 3. UNLESS NOTED OTHERWISE THE CONTRACTOR MUST PROVIDE ALL MATERIAL NECESSARY. 4. CONTRACTOR TO RETURN ALL EXISTING ANTENNAS BEING REMOVED TO AT&T. NOTE: • EXISTING RRUS-11 INSTALLED AT GROUND LOCATION TO REMAIN (1 PER SECTOR, 3 TOTAL) • EXISTING DIPLEXERS INSTALLED AT GROUND LOCATION TO REMAIN (4 PER SECTOR, 12 TOTAL) EXISTING ANTENNA CONFIGURATION DETAIL S-2 SCALE: N.T.S. BETA SECTOR ALPHA SECTOR INSTALL PROPOSED ANTENNA IN POSITION #1 (1 PER SECTOR, 3 TOTAL) O S INSTALL PROPOSED 450N "RRU M-� NEW BACK TO BACK RRU MOUNT P IN POSITION #1 a (1 PER SECTOR, 3 TOTAL) .' $� EXISTING Zi PENTHOUSE Q INSTALL PROPOSED 4415-B250P NEW BACK TO BACK RRU MOUN'. IN POSITION If (i PER SECTOR, 3 TOTAL INSTALL PROPOSED ANTENNA IN POSITION #' (1 PER SECTOR, 3 TOTAL; F y s . tt aY . F REV GATE DF RIPTION A 5/22/18 PRELIMINARY CO'S ISSUED 0 7/3/18 REV 0 CDs ISSUED 1 2 3 4 5 6 7 e USA ENG PROJECT NO.: 01818000-143 DRAWN BY: -1. _CHECKED BY: _ ML I MM 8601 W SUNRISE BLVD PLANTATION, FL 33322 @smartlink 1997 ANNAPOUS EXCHANGE PKWY. SUITE 200 ANNAPOUS, MD 21401 PREPARED BY: ®IENGINEERING 2818 CYPRESS RIDGE BLVD SUITE 110 WESLEY CHAPEL, FL 33544 (813) 994-0365 FL COA #31705 . GAMMA SECTOR - - - ��a`a�GaSPny/� eJ� �`p.• oC E Illsq INSTALL PROPOSED ANTENNA IN POSITION #1 st �• NO 72513 (1 PER SECTOR, 3 TOTAL) INSTALL PROPOSED 4415-025 ON NEW BACK TO BACK RRU ; MOUNT IN POSITION #1 O �• STATE OF °•� (1 PER SECTOR, 3 TOTAL) r T .•.t� �A;i • O *. I :.:: •••Cy��e IVA' G1 EXISTING PENTHOUSE JULY 3. 2018 MARC P. MAIER, PE FL PROFESSIONAL ENGINEER UC. R 72513 �A�ry5 oR' ° z\�n y Tos. JAISLAND FA #10016809 3100 NORTH A1A FORT PIERCE, FL 34949 PROPOSED ANTENNA CONFIGURATION DETAIL ANTENNA ORIENTATION SHEET NUMBER S-2 n v I 1 SBNHH-1D85B S3 SCALE: N.TS. ERICSSON 4415 B25 -DIMENSIONS (H x W x D): 14.96" x 13.19" x 5.39" -WEIGHT: 44 LIES -TX = 1930 - 1995 MHz -RX = 1850 - 1915 MHz -CPR] 2 PORTS x 2.5/4.9/9.8/10.1 COPS I RRUS CAN Q= BE PAINTED ON SOLAR SHIELD. 14415 B25 DETAIL \L3 SCALE: N.T.S. PROPOSED ANTENNA TILT BRACKET PROVIDED W/ ANTENNA PROPOSED PIPE MOUNTING, ANTENNA MAST PIPE BRACKET (PROVIDED I I 1 o W/ ANTENNA / ANTENNA ERICSSON RRU SUPPORT KIT PART #SXK 1250461/1 PROPOSED AT&T (OR APPROVED EQUAL) — - --- _— - -- -- — - — ANTENNA - —� -- - -- -- _ _FOR RRU'S. REQUIRING A2 Sl - — - _USE=PART=#SXK=1091946/4= m (OR APPROVED EQUAL) N r o 00 oo 0 PROPOSED PIPE o MOUNTING BRACKET PROVIDED W/ ANTENNA RRU ANTENNA MAST PIPE - 2 ANTENNA MOUNTING DETAIL- S] SCALE: N.T.S. KEYNOTE LEGEND: 1. SECTOR GROUND BAR (TYP). 2. COLLECTOR GROUND BAR. 3. NEW ANTENNA 4. SINGLE PAIR FIBER & DC POWER 5. JUMPER CABLE, 1/2' MP). 6. PIPE MOUNT. 7. DC POWER & FIBER TO RAYCAP UNIT. B. REMOTE RADIO HEAD (RRH) (IF APPLICABLE). 9. DC6 RAYCAP SURGE SUPPRESSOR (IF APPUCABLE). #2 SOUD COPPER TINNED IN NMLT (NON-METALIC LIQUID TIGHT) (DPI 12 SOLD COPPER TINNED IN NMLT (NON-METAUC UQUID TIGHT) 2 1 112 �SOLID COPPER li lI TINNED IN NMLT (N (mNOPN' METALIC LQUID TIGHT) 1. UDUZE EXISTING AT&T GROUND BARS AND GROUNDING. 2, ADD GROUND BARS IF THERE ARE INSUFFICIENT LUG POSITIONS. 3. REFERENCE AT&T BONDING & GROUNDING PRACTICE TP76416. 4 ANTENNA GROUNDING SCHEMATIC SJ SCALE: N.T.E. "7 r . N a.+.:: _+..'9 NOTE: DETAIL IS DIAGRAMMATIC, CONTRACTOR TO INSTALL RRU'S ON RRU MOUNT BEST SUITED FOR ANTENNA CONFIGURATION. BACK VIEW ANTENNA ANTENNA MAST PIPE ERICSSON RRU SUPPORT KR PART #SXK 1250461/1 (OR APPROVED EQUAL) FOR RRU'S REQUIRING A2 SUPPORT USE PART #SXK 1091946/1 & /2 (OR APPROVED EQUAL) RRU NOTE: DETAIL IS DIAGRAMMATIC. CONTRACTOR TO INSTALL RRU'S ON RRU MOUNT BEST SUITED FOR ANTENNA CONFIGURATION. SECTION A 6 RRU MOUNTING DETAIL 53 SCALE: N.T.S. REV OATS DESCRIPTION A 5/22/I8 PREUMINARY CD'S ISSUE) 0 7/3/18 REV 0 CDs ISSUED 1 2 3 4 5 6 7 B USA ENG PROJECT NO.: 01818000-143 DRAWN-8Y:— —CHECKE).BY:._ _ ML MM 8601 W SUNRISE BLVD PLANTATION, FL 33322 @smartlink 1997 ANNAPOLIS EXCHANGE PKWY. SURE 200 ANNAPOLIS, MD 21401 PREPARED BY: ®(ENGINEERING 2818 CYPRESS RIDGE BLVD SURE 110 WESLEY CHAPEL, FL 33544 (813) 994-0365 FL GOA 131705 cE NSF bo 72513 lY7' STATE: OF -•/IIIIlIlls- JULY 3. 2018 MARC P. MAIER, PE FL PROFESSIONAL ENGINEER LIC.B 72513 JAISLAND FA #10016809 3100 NORTH AIA FORT PIERCE, FL 34949 SHEET DESCRIPTION MISC. DETAILS SHEET NUMBER S-3 DC/ FIBER DEMARCATION BOX RAYCAP DC FIBER DEMARCATION BOX CABLES NBIES MOUNTING NEGHT I MODEL CITY 1 I MODEL 56E 4TY 1 ULNGTHPER ONE I ::A' 'SD ••BETA=47 "GAMMA•IED' 1ST$ DCZ-48-600� 3 ROSENBERGER SINGLE PAIR DCCABLE MUTO DC-2) 7/16' 6 VARIES -- I • SECTOR AZ RAD [ENTER ANTENNA MARE MO ALPHA(Al) I 3/S• I IST•0• ANDREW SBNHH E E 7@-2G5 1 SBNNH-TDBSB 1 ANTENNA AND COAX SCHEDULE CABLES RRU A2 COMPONENTS APPROXIMATE 4NTENNASPECi _ -. -. LIN LINE -COIORt_ CEMODElMQT —'MOD. - -TWA GRN DOWNTILT --_ - _ _ MODEL SIZE QTT Lr ELEC MECN ITRW=11.9"XD-7.1• ROSENBERGER FIBER JUMPER (MU TO RRU) ROSENBERGERSINGLE PAMDC CAM (00TO RRU) 7/R' 3/R' 7/16' 12 I 1 1Wd IW4r 15.0' 1RED 1RED IRED - •RRUSIl 44154L15 1 1 - TSCOO20FIV2-1 - 2 --aAMMA(GI) Z25 15r-W ANDREW SBNHH-wolf 1 IL-TLY RW=IL4'X GAMMA G2) GAMMA G3) GAMMA(G4) 225' 157-4r XATHRDN 7@•265 1 H=72•X W=116•XI TOTAL 12 • ANTENNA AND COAX INFORMATION PROVIDED FROM THE RFDSLTE 2CSHEETVLOO DATED 4/19/18. • CONTRACTORTO VERIFY RF INFO WITH CLIENT PRIOR TO CONSTRUCTION. • COAX LENGTHS AREAPPROXIMATE AND MUST BE VERIFIED PRIOR TO CONSTRUCTION. • ALL COAX SHALL BE COLOR CODED ATTOP AN BOTTOM JUMPER AND ATTOP OF TOWER BOTTOM OF TOWER, AND INSIDE SHELTER ON MAIN COAX. • EACH MAIN COAX SHALL HAVE CORROSION PROOF -ID TAGS*INSTALLEDINSI DE THE SHELTER AT THE PONT AND AT THE ANTENNA. • QUANTITIES GIVEN ARE TOTAL EXISTING AND PROPOSED. - IMPER(MUTORIW) PAIRDCCABIE(DC2TORRU) ;UTOANTENNA 7/9• 3/B' 7/ifi Z i 1 Rom• lf�F' 75'-W lar-W 18WE IBWE IBWE IBWE - 'RRUS-12 44154BZ5 1 1 - Juwuslravc•c - c - 7/8• 2 4TA" 48L1E FDGWSSD3/3L3 2 EIiSO IMPER(MUTORRU) PAIR DC CABLE(DCZTO BRIJ) 7/B' 3/8' 7/1C 2 1 1 IW.(r 1W-W 15-0" IGREEN 1GREEN iGREEPd - •RRUS-Il 4U54325 - 1 1 - TBCDOZDFIV2.1 - 2 - ANTENNA SCHEDULE N-1 SCALE: N.T.5. -NOTE EXISTiNG(3) RRUS111NSTALLEDATGROUND LEVEL - (INCWDEDINTOTALS) I L E __ REV DATE DESCRIPTION A 5/22/18 PRELIMINARY GO'S ISSUED 0 7/3/18 REV 0 CO. ISSUED 1 2 3 4 5 6 7 8 USA MG PROJECT NO, 01818000-143 DRAWNBY: - OHECKEDBYd` NILMN 8601 W SUNRISE BLVD PLANTATION, FL 33322 @smartlink 1997 ANNAPOLIS EXCHANGE PKWY. SUITE 200 ANNAPOLS, NO 21401 PREPARED BY: ®IENGINEERING 2818 CYPRESS RIDGE BLVD SURE 110 WESLEY CHAPEL, FL 33544 (813) 994-0365 R COA #31705 ate :-v\CENsl. No 72513 STATE OF JULY 3. 2018 MARC P. MAIER, PE FL PROFESSIONAL ENGINEER UC. X 72513 JAISLAND FA #10016809 3100 NORTH A1A FORT PIERCE, FL 34949 SHEET DESCRIPTION ANTENNA SCHEDULE SHEET NUMBER AN-1 �Y 1 E E -1 r PNRWWVMRUN.1 I PNIFHMFI N.. RISER DIAGRAM N• SCALE: N.T.S. KEYNOTE LEGEND- 1 . -48V DC POWER PLANT. 2. (1) RACK MOUNTED RAYCAP DC SURGE PROTECTOR (DC6-48-60-RM). 3. RAYCAP FIBER AND DC DISTRIBUTION UNIT (DC6-48-60-18-SS) 4. #8 AWG CONDUCTORS. 5. PROVIDE (2) 6-CONDUCTOR #8 AWG BUNDLES FOR DC POWER FROM RACK MOUNTED RAYCAP SURGE PROTECTION UNIT TO THE RAYCAP FIBER AND DISTRIBUTION UNIT ON TOWER 6. PROPOSED FIBER AND DC CABLE ROUTED TO PROPOSED RRH UNITS eN-DC RISER DIAGRAM SCALE: N.T.S. REV DATE DESCRIPTION A SlnllSl PRELIMINARY CO'S ISSUED 0 7/3/18 REY 0 CD. ISSUED 1 2 3 4 5 . 6 7 8 USA MG PROJECT NO.: 01818000-143 DRAWN-BY:--- ----CHECKED.W-- ML MM 8601 W SUNRISE BLVD PLANTATION, FL 33322 gsmartlink 1997 ANNAPOUS EXCHANGE PM. SURE 200 ANNAPOLIS, MD 21401 PREPARED BY: ®IENGINEERING 2818 CYPRESS RIDGE BLVD SURE 110 WESLEY CHAPEL, FL 335" (813) 994-0365 FL COA #31705 P. ......... .. .- RIX >} ; No 72513 v STATE JULY 3. 2010 MARC P. MAIER, PE FL PROFESSIONAL ENGINEER LIG # 72513 JAISLAND FA #10016809 3100 NORTH AtA FORT PIERCE, FL 34949 SHEET DESCRIPDON RISER DIAGRAM SHEET NUMBER AN-2