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HomeMy WebLinkAbout190 BURGESS RD APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT oho Iq, APP p 1540 SULLIVAN AVENUE - 644-2511 ext. 230 ;��P,jit# Date Building Inspe or 1�1P Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 SZ . Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT ADDRESS _ 35 a.d sty d 0"o Ck APPLICANT'S PHONE# ao1 - 1d�ti - yy,Sti pVr N OWNER Q'ACx a.� �bcr.��Q,r. w.,d �r.�►\�i � SFq � OWNER ADDRESS1-4 U.�__ \�►cLr�r�d c c� C� Ob\\, OWNER PHONE 0 * ? ESTIMATED COST$ C IS THIS A CONTRACT COST? Yes No FEE ENCLOSED$ TYPE OF JOB: �SOR•C0 f New Installation Alteration/Addition/Repair 0/) 0-3 Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATE WITH A BUILDING PERMIT APPLICATION? DYES ❑ NO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY L,e\ ❑ BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE \06 A SIZE OF MAIN CONDUCTORS V T NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK THE UNDERSIGNED NEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK , n ►qy1--►S Uc,\'I ,..-\-e—d LZ CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE Exhibit C Construction Drawings t Serer � L 7� • • `I M � i 4- 1' 1 — f ' a w M J.'ei JANSUL Innovative Fire Solutions R-102"' and PIRANHA Restaurant Fire Suppression Systems Ansul Incorporated 800-862-6785(United States,Canada) One Stanton Street 715-735-7411(International) Marinette,WI 54143-2542 www.ansul.com JU I ANSUL Copyright c 2007 Ansul Incorporated ■ ANSUL,R-102.PIRANHA.ANSULEX,PRX and K-GUARD are trademarks of Ansul Incorporated or its affiliates. Form No.F-2 00 5011-2 /renovative Fire Solutions PIRANHA SYSTEMS ' z A TROD HE CON C T OF AlfTOMATIC PRX" LIQUID FIRE SUPPRESSANT ■ OVERLAPPING PROTECTION T PPRES4614 IN 19629 AT'A TIME WHEN TWO BASIC DESIGNS WITH PROVEN FUSIBLE-LINK DETECTION AND RELEASE SYSTEMS KmenES E ONE OF THE GREATEST CAUSES OF HYBRID DUAL-AGENT CONCEPT ■ STAINLESS STEEL ENCLOSURES R T LOSS. SINCE THEN, ADVANCES IN ENGINEERING EI �tIA APPROVED AND LISTED UL300 AND 2092; ULC C7254.6; ASSE 1001; AND IAPMO PS708-98 A Ls TECHNOLOGY HAVE HELPED MAKE ANSUL RE T FIRE SUPPRES4104 SYSTEMS THE ##1 FIVE-YEAR LIMITED WARRANTY ■ OPTIONAL SELF-CONTAINED WATER SUPPLY FO RE PROTECTIO& SOLUTION IN THE WORLD. ANSUL K-GUARD EXTINGUISHER FOR MANUAL BACKUP 0'. KG C rSr'd -• • •. • ANSUL PIRANHAt SERVING UP F1 FIRE SUPPR ION SYSTEMS IS OUR FIRST The only agent-plus-water fire suppression hybrid on the market today, ANSUL PIRANHA systems outperform all conventional single-agent systems on a number of fronts. ANSUL PIRANHA systems attack In today's commercial kitchens, higher temperature fire using the rapid flame knockdown and securing capabilities of cooking oils and high-efficiency, slow-cooling PRXT" Liquid Fire Suppressant. Then, the superior cooling effects of appliances such as deep-fat fryers have combined water follow, quickly cooling the cooking media and further helping to CUSTOMERS WHO � to make fire suppression more challenging than prevent reflash. BENEFIT FROM in years past. But the fact remains: the need to ANSUL PIRANHA In UL300 testing, the ANSUL PIRANHA system cooled hot grease SYSTEMS protect people and property from fire is crucial. 15 times faster than single-agent wet systems, required 60% less And the systems more foodservice operations chemical agent, covered hazard areas better and provided a CASUAL&FINE DINING trust to do this? The R-102 and PIRANHA Fire cost-effective means to protect the cooking equipment. FAST-FOOD CHAINS Suppression Systems from ANSUL, the leading WF CULINARY SCHOOLS brand in commercial kitchen fire suppression. R, "son ANSUL PIRANHA systems are also available with fully self-contained water units to simplify installation. The Self-Contained Water Supply SPORTS COMPLEXES i - 3 offers three minutes of water discharge to help assure hot oils and STADIUMS greases remain well below re-ignition temperatures. FOUR-AND FIVE-STAR LODGING FACILITIES The heart of ANSUL Restaurant Systems lies in ANSUL PIRANHA systems are available in various sizes that can be their ability to quickly detect and suppress fires. combined for multiple configurations to expand the suppression ANSUL R-102 and PIRANHA systems use advanced system coverage. Depending on your type of facility, your ANSUL PIRANHA distributor will design a system that offers you the extinguishing agents to ensure rapid flame knock- ultimate in fire protection. down and vapor securement. Cooling these high efficiency appliances after initial flame knockdown is critical to eliminating reflash and minimizing 14POO restaurant downtime. ONLY ONE NAME HAS BECOME SYNONYMOUS WITH FIRE SUPPRESSION THE OVER. ANSUL ANS V Lo R-102 TM — FIRE SVPPRE::�SION SYSTEMS ��„ s/� _ R - 102 ■3 APPLIANCE ANSUL R-102 Fire Suppression Systems discharge ANSULEX CUSTOMERS Liquid Fire Suppressant, quickly g down flames and cooling WHOBENEFIT DESIGN , hot surfaces, while generating a tough vapor securing blanket that FROM ANSUL R-102 SYSTEMS helps prevent reflash. With a nearly neutral pH, ANSUL R-102 systems are exceptionally friendly to cooking equipment. DINERS FAST-FOOD CHAINS ANSUL R-102 systems are offered in two basic designs: appliance- RETAIL FOOD COURTS specific, in which nozzles are aimed at specific hazard areas of each appliance; an• overlapping, • are arranged CONVENIENCE STORESANSULEX LIQUID FIRE SUPPRESSANT ■ TWO BASIC DESIGNS WITH PROVEN FUSIBLE-LINK to overlap • provide • -" throughout a group HOTEL KITCHENS DETECTION AND RELEASE SYSTEMS ■ STAINLESS STEEL ENCLOSURES of appliances. D"•" • • on • your trained UL300, ULC, MEA, ABS AND CE APPROVED AND LISTED, SCHOOL,COLLEGE ANSUL distributor can design, and service a system that AND UNIVERSITY ALONG WITH OTHER INTERNATIONAL APPROVAL AGENCIES ■ FIVE-YEAR LIMITED WARRANTY offers the ultimate protection f• specific facilities. CAFETERIAS ANSUL K-GUARD EXTINGUISHER FOR MANUAL BACKUP PROTECTION DEPARTMENT DECISION APPLICATION FOR SPRINKLER PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# . 1 644-2511 ext. 230 lICO�l3� Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: S= — $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT ADDRESS 3"k, ry 1l S j�T /h -T r 14 r1 --7 APPLICANT PHONE# I W N $F,q OWNER OWNER ADDRESS OWNER PHONE C ESTIMATED COST$ 00 IS THIS A CONTRACT COST? _Yes _No FEE ENCLOSED$ 3 11r TYPE OF JOB: 6SO R-c o New Installation _Alteration/Addition/Repair ��I�632y Revised 410IH2002 l APPLICATION FOR SPRINKLER PERMIT(Continued from reverse side) TYPE OF BUILDING TYPE OF CONSTRUCTION USE GROUP NO. OF STORIES ❑RESIDENTIAL ❑BUSINESS IS THIS APPLICATION ASSOCIATED WITH A 0 ASSEMBLY BUILDING PERMIT APPLICATION? ❑YES 0 NO ❑MERCANTILE ❑EDUCATIONAL CURRENT USE AND OCCUPANCY ❑INSTITUTIONAL ❑FACTORY FUTURE USE AND OCCUPANCY ❑ STORAGE ❑GARAGE ENGINEER'S NAME PHONE O MDMD USE (Other please specify) ADDRESS CITY STATE ZIP KIND OF INSTALLATION SIZE OF MAIN DRAIN WATER PRESSURE AT STREET(PSI) ARE SPRINKLER HEADS ALTERED? ❑YES 0 NO IF YES,CHECK ALL THAT APPLY: ❑ADDED ❑DELETED ❑ALTERED IF MORE THAN 3 HEADS ARE ADDED HYDRAULIC CALCULATIONS ARE PROVIDED BY(CHECK ONE) ❑PROFESSIONAL ENGINEER ❑INSURANCE COMPANY WATER FLOW WATER PRESSURE AT SPRINKLER HEADS(PSI) ARE PUMPS REQUIRED? ❑YES ❑NO IF YES,CHECK ALL THAT APPLY: ❑FIRE ❑BOOSTER ❑OTHER ARE STANDPIPES PROVIDED? O YES 0 NO IS A SPRINKLER SYSTEM PROVIDED? ❑YES ❑NO SPRINKLER SYSTEM MAIN WATER SUPPLY RATING GPM TOTAL DYNAMIC HEAD(TDH)OF FIRE PUMP PSI DESCRIPTION OF WORK / t s L 4 ,A O� '5 c,c— CA/ THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. nor, `� � � C 1 CONTRACTORS LICENSE NO. E STATE SIGNATURE OF APPLICANT DATE �o y�al & Sa a vie G`"�uc� Oa Goo 33 Forest St.,Middletown,CT 06457 860-347-ZI89 Fax:860-343-5479 CT Lic. F30004 NIA Li;:001071 RI Lic.55J309AB CIO CG ffEE 111 Atij Wt.v/lA1r1 f Svstcm Nozzles Detectors .3(2 Y5V`f Gas Valve i M x6Y%,,ZCA C Micromitch /J/Ijf j� t A Seri 1 Hood&Plenum /� b iyGG,� c�,/ /� ammFmL a:,C� Cooking Appliances(Left to Right) l. e, 2. 6. 3. 7. 4. 8. Cylindcr# Size Mfg Date Maintenance Record 3 A,611 The fire suppression system is installed ill accordance with the manufacturer's speciticatims,NFPA Standard 96,17,17A(current issue), and all applicable state and local codes. Inspector: . C Q A License#: r3C,GL�1 Date_ i 1 I 1 j i i � r I i 65 .�y5 •ty5 P�cc si>7nory L11 Gv LJ 6a " RytiGE /v '/,jvdNE/tI /77 NuZ2c�e ❑ GRI 0 //L,4C, J7it'I1�N Adt i� Tn 5 Cu•C eAr T 6 � t i i i PULL EDIT Hoon AtisL,4, fC/tLF R-102'" RESTAURANT FIRE SUPPRESSION SYSTEMS il. ANSUL. • • D. .- . y ■ Low pH Agent ■ Proven Design ■ Reliable Cartridge Operated ■ Aesthetically Appealing ■ UL Listed —Meets Requirements of UL 300 ■ ULC Listed—Meets Requirements of ULC/ORD-C1254.6 ► ■ CE Marked The ANSUL�R-102T" Restaurant Fire Suppression System is an auto- matic,pre-engineered,fire suppression system designed to protect the following areas associated with cooking equipment;ventilating equip- ment including hoods,ducts,plenums,and filters;fryers;griddles and range tops;upright,natural charcoal,or chain-type broilers;electric,lava rock,mesquite or gas-radiant char-broilers and woks. The system is ideally suitable for use in restaurants,hospitals,nursing homes,hotels,schools,airports,and other similar facilities. Use of the R-102 system is limited to interior applications only.The regu- A system owner's guide is available containing basic information • • lated release and tank assemblies must be mounted in an area where pertaining to system operation and maintenance.A detailed technical the air temperature will not fall below 32 OF(0°C)or exceed 130 OF manual is also available including system description,design,installa- (54°C).The system must be designed and installed within the guide- tion, recharge,and maintenance procedures,plus additional equipment lines of the UL/ULC Listed Design, Installation, Recharge,and installation and resetting instructions. Maintenance Manual. The system is installed and serviced by authorized distributors that are trained by the manufacturer. The basic system consists of an ANSUL AUTOMANa regulated release assembly which includes a regulated release mechanism and a wet chemical storage tank housed within a single enclosure. Nozzle blow-off The restaurant fire suppression system is a pre-engineered,wet chemi- caps,detectors,cartridges,agent,fusible links,and pulley elbows are cal,cartridge-operated,regulated pressure type with a fixed nozzle supplied in separate packages in the quantities needed for fire suppres- agent distribution network. It is listed with Underwriters Laboratories,Inc. sion system arrangements. (UL/ULC). Additional equipment includes remote manual pull station,mechanical and electrical gas valves,pressure switches,and electrical switches for automatic equipment and gas line shut-off.Accessories can be added such as alarms,warning lights,etc.,to installations where required. ® •A' Tanks can be used in multiple arrangements to allow for larger hazard coverage. Each tank is limited to a listed maximum amount of flow numbers. W4211 The system is capable of automatic detection and actuation and/or remote manual actuation.Additional equipment is available for mechani- cal or electrical gas line shut-off applications. • • The detection portion of the fire suppression system allows for auto- matic detection by means of specific alloy rated fusible links,which, ANSUL.ANSUL AUTOMAN,and n-102 are trademarks of Ansui Incorporated or its affiliates. when the temperature exceeds the rating of the link,the link separates, allowing the regulated release to actuate. 1:11ANSUL tyro Ansul Incorporated 715-735-7411 copyright @2008 AnsuI Marinette,WI 54143-2542 www.ansul.com m No Incorporated 004-4 1.4 Quality Control 2.2.5 Regulated Actuator Assembly:When more than two 1.4.1 Manufacturer:The R-102 Restaurant Fire Suppression agent tanks are required,the regulated actuator shall -� System shall be manufactured by a company with at be available to provide expellant gas for additional • • least thirty years experience in the design and manu- tanks. It shall be connected to the cartridge receiver facture of pre-engineered fire suppression systems. outlet of the regulated release mechanism providing The manufacturer shall ISO pr registered. simultaneous agent discharge.The regulator shall be r of 1.4.2 Certificates:The wet agent shall be a specially formu- deadset at 110 psi psi bar)with an external relief approximately 180 psi(12.4 bar).The regulated actua- lated,aqueous solution of organic salts with a pH for assembly shall contain a regulated actuator, regula- range between 7.7-8.7,designed for flame knock- tor,expellant gas hose, and agent tank housed in a down and foam securement of grease-related fires. stainless steel enclosure with cover.The enclosure 1.5 Warranty,Disclaimer,and Limitations shall contain knockouts to permit installation of the 1.5.1 The pre-engineered restaurant fire suppression system expellant gas line. components shall be warranted for five years from date 2.2.6 Discharge Nozzles: Each discharge nozzle shall be of delivery against defects in workmanship and mate- tested and listed with the R-102 system for a specific rial. application. Nozzles tips shall be stamped with the flow 1.6 Delivery number designation(1/2, 1,2,and 3). Each nozzle 1.6.1 Packaging:All system components shall be securely shall have a metal or rubber blow-off cap to keep the nozzle tip orifice free of cooking grease build-up. « packaged to provide protection during shipment. 2.2.7 Distribution Piping:Distribution piping shall be 1.7 Environmental Conditions Schedule 40 black iron,chrome-plated,or stainless Wet Chemical Agent-The extinguishing agent is a mixture of organic Applicable Standards:ULI listed under EX-3470;ULC listed under 1.7.1 The R-102 system shall be capable of operating in a steel pipe conforming to ASTM A120,A53,or A106. salts designed for rapid flame knockdown and foam securement of CEX-747;meets requirements of NFPA 96(Standard for the Installation temperature range of 32°F to 130°F(0°C to 54°C). grease related fires. It is available in plastic containers with instructions of Equipment for the Removal of Smoke and Grease-Laden Vapors from 2.2.8 Detectors:The detectors shall be the fusible link style for wet chemical handling and usage. Commercial Cooking Equipment);NFPA 17A(Standard on Wet designed to separate at a specific temperature. ► Chemical Extinguishing Systems);CE Marked. 2.0 PRODUCT 2.2.9 Cartridges:The cartridge shall be a sealed steel pres- Agent Tank-The agent tank is installed in a stainless steel enclosure 2.1 Manufacturer sure vessel containing either carbon dioxide or nitro- or wall bracket.The tank is constructed of stainless steel. 2.1.1 Ansul Fire Protection,One Stanton Street, Marinette, gen gas.The cartridge seal shall be designed to be Wisconsin 54143-2542,Telephone(715)735-7411. punctured by the releasing device supplying the Tanks are available in two sizes:1.5 gallon(5.7 L)and 3.0 gallon _ required pressure to expel wet chemical agent from (11.4 L).The tanks have a working pressure of 110 psi(7.6 bar),a test 2.2 Components the storage tank. pressure of 330 psi(22.8 bar),and a minimum burst pressure of 600 psi Order all system components through your local authorized ANSUL 2.2.1 The basic system shall consist of an ANSUL (41.4 bar). Distributor. AUTOMAN regulated release assembly which includes 3.0 IMPLEMENTATION The tank includes an adaptor/tube assembly.The adaptor is chrome- a regulated release mechanism and a wet chemical 3.1 Installation plated steel with a 1/4 in.NPT female gas inlet and a 3/8 in.NPT female storage tank housed within a single enclosure. agent outlet.The adaptor also contains a bursting disc seal which Nozzles,blow-off caps,detectors,cartridges,agent, 3.1.1 The R-102 fire suppression system shall be designed, prevents the siphoning of agent up the pipe during extreme temperature fusible links,and pulley elbows shall be supplied in installed, inspected,maintained,and recharged in variations. • • separate packages in the quantities needed for fire accordance with the manufacturer's listed instruction An ANSUL R-102 Fire Suppression System shall be furnished.The suppression system arrangements.Additional equip- manual. Regulated Release Mechanism-The regulated release mechanism is system shall be capable of protecting all hazard areas associated with ment shall include remote manual pull station, mechanical and electrical gas valves,pressure 3.2 Training a spring loaded,mechanical/pneumatic type capable of providing the cooking equipment. switches,and electrical switches for automatic equip- 3.2.1 Training shall be conducted by representatives of the expellant gas supply to one or two agent tanks,depending on the capac- ment and gas line shut-off. manufacturer. ity of the gas cartridge used. It contains a factory installed regulator 1.0 GENERAL 2.2.2 Wet Chemical Agent:The extinguishing agent shall be deadset at 110 psi(7.6 bar)with an external relief of approximately g g g g 180 psi(12.4 bar). It has automatic actuation capabilities by a fusible link 1.1 References a specially formulated,aqueous solution of organic detection system and remote manual actuation by a mechanical pull 1.1.1 Underwriters Laboratories, Inc.(UL) salts with a pH range between 7.8-8.2,designed for station. 1.1.1.1 UL Standard 1254 flame knockdown and foam securement of grease 1.1.1.2 UL Standard 300 related fires. The regulated release mechanism contains a release assembly,regula 1.1.2 Underwriters Laboratories of Canada(ULC) 2.2.3 Agent Tank:The agent tank shall be installed in a tor,expellant gas hose,and agent storage tank housed in a stainless 1.1.2.1 ULC/ORD-C 1254.6 stainless steel enclosure or wall bracket.The tank shall steel enclosure with cover.The enclosure contains knock-outs for 1/2 in. be constructed of stainless steel.Tanks shall be avail- conduit.The cover contains an opening for a visual status indicator. 1.1.3 National Fire Protection Association(NFPA) able in two sizes; 1.5 gallon(5.7 L)and 3.0 gallon It t 1.1.3.1 NFPA 96 (11.4 L).The tanks shall have a working pressure of 1.1.3.2 NFPA 17A 110 psi(7.6 bar),a test pressure of 330 psi(22.8 bar),compatible with mechanical gas shut-off devices;or,when equipped with a field or factory-installed switch,it is compatible with electric gas and a minimum burst pressure of 600 psi 41.4 bar line or appliance shut-off devices. 1.2 Submittals P P ( )• The tank shall include an adaptor/tube assembly 1.2.1 Submit two sets of manufacturer's data sheets containing a burst disc union. Regulated Actuator Assembly-When more than two agent tanks are 1.2.2 Submit two sets of piping design drawings required,the regulated actuator is available to provide expellant gas for 2.2.4 Regulated Release Mechanism:The regulated release additional tanks. It is connected to the cartridge receiver outlet of the 1.3 System Description mechanism shall be a spring-loaded, regulated release mechanism providing simultaneous agent discharge. It mechanical/pneumatic type capable of providing the 9 P 9 9 9 1.3.1 The system shall be an automatic fire suppression expellant gas supply to one or two agent tanks contains a regulated actuator deadset at 110 psi(7.6 bar)with an exter- system using a wet chemical agent for grease related depending on the capacity of the gas cartridge used. It nal relief of approximately 180 psi(12.4 bar). It has automatic actuation fires. capabilities by a fusible link detection system and remote manual actua- shall contain a factory installed regulator deadset at tion by a mechanical pull station. 1.3.2 The system shall be capable of suppressing fires in 110 psi(7.6 bar)with an external relief of approxi- the following areas associated with cooking equipment: mately 180 psi(12.4 bar). The regulated actuator assembly contains a regulated actuator,regula- ventilating equipment including hoods,ducts,plenums, It shall have the following actuation capabilities:auto- tor,expellant gas hose,and agent tank housed in a stainless steel and filters;fryers;griddles and range tops;upright, matic actuation by a fusible link detection system and enclosure with cover.The enclosure contains knockouts to permit instal- natural charcoal,or chain-type broilers;electric, lava remote manual actuation by a mechanical pull station. lation of the expellant gas line. rock,mesquite or gas-radiant char-broilers. The regulated release mechanism shall contain a 1.3.3 The system shall be the pre-engineered type having • • release assembly,regulator,expellant gas hose,and Discharge Nozzles-Each discharge nozzle is tested and listed with minimum and maximum guidelines established by the agent storage tank housed in a stainless steel enclo- the R-102 system for a specific application. Nozzle tips are stamped with manufacturer and listed by Underwriters Laboratories, sure with cover.The enclosure shall contain knock-outs the flow number designation(1/2, 1,2,and 3). Each nozzle must have a Inc. (UL). for 1/2 in.conduit.The cover shall contain an opening metal or rubber blow-off cap to keep the nozzle tip orifice free of cooking 1'.3.4 The system shall be installed and serviced by person- for a visual status indicator. grease build-up. nel trained by the manufacturer. It shall be compatible with mechanical gas shut-off 1.3.5 The system shall be capable of protecting cooking devices;or,when equipped with a field or factory- appliances by utilizing either dedicated appliance installed switch, it shall be compatible with electric gas protection and/or overlapping appliance protection. line or appliance shut-off devices. APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT 1 60t)�3 ppp O 1540 SULLIVAN AVENUE .�.i 644-2511 ext. 230 Bldg.Permit# I ►Obo rag Date Building Inspecto Application must be printed or typed FEE SCHEDULE / Location of Job: !Q -6$0-$1,000=$15.00 !dam T Over$1,000= Street No. Street Lot No. $15.00 per$1,000 k:,Z:�C--0 or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT ADDRESS (Aa JFSD APPLICANT'S PHONE# ODS 607 S dQ OWNER npywp— coyo 1 lot S Fq OWNER ADDRESS 2j C-�j7 r �r js•r < {!� T OWNER PHONE 903 CoN— * ESTIMATED COST IS THIS A CONTRACT COST? Yes ( No FEE ENCLOSED $ TYPE OF JOB: SOR,COCA New Installation Alteration/Addition/Repair Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATp WITH A BUILDING PERMIT APPLICATION? YES ❑ NO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY kS'CCL,-�C,4D Ef BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY Imo:jZkbg7 ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY 0 STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS INUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK ZO: 3-7:3 CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE "�l APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Appercby BUILDING DEPARTMENT 1►nnn 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg.Permit# Date B ding Inspector Application must be printed or typed FEE SCHEDULE A Location l_of Job: �+ $0_$1,000=$15.00 / y �O g l AQV�i J r Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT ,Lc. APPLICANT ADDRESS q h " r k Gt q &Z y 9' 2 APPLICANT'S PHONE# / 3ce5'—q OWNER t .S OWN S Fq< OWNER ADDRESS &Ovi I aOWNER PHONE 7rc C * �` tot ESTIMATED COST$ IS THIS A CONTRACT COST? Pfes No FEE ENCLOSED $ TYPE OF JOB: �SOR•Co� ✓/New Installation Q Alteration/Addition/Repair 20 t IOU 32 q Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑ NO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY ❑ BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD C MOQ SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK 4 THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE ��� Electric # I I APPI IC ATION FOR BUILDING PERMIT Plumbing# 190 Burnham HVAC# Ri- FDate: y 1 1.4 if Sp rinkler# l i o00004 11000138 FINAL APPROVALS Estimated Cost $ o Building COMPLETE RED BOXED AREAS Permit Fee $ I �C Engineering TYPE OF PRINT ONLY Occupancy Fee $ IC Affidavit Eng. Insp. Fee $ Appc for C No. SIGN ON REVERSE SIDE 4 Total Fee $ t TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ 77��- The undersigned hereby applies to do work according to the following: Applicant Location of Work G �ja. Lot No. Applicant's Address 4V4f-,( Tel # 20 6z"/ J-2 Go Town Zip `/ 61 Lic.# R S Y 5 y Owner Architect _ Owner's Address Qi.-n Architect's Address _Zip-- —Zip— Sq. Ft. New Area: 1 st Fl. 2nd FI. 3rd FI. Total New Area Purpose of this permit .s r z T` 1: City Water 4 Well J Septic System J Sewers Ins: HO SP ert. Area Basement Garage Approved by �" Dat Use Group Construction Type Revised 1108 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building and its use is allowed. Signed I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed Ae It DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET 05/13/11 Printed by Peart, Dayshell 08 13 13 INSPECTION: 39094 FOOTING PERMIT: STATUS: APPLICATION: 201100324 LOCATION: 190 BURNHAM STREET SOUTH WINDSOR PROPERTY ID: 15600190 OWNER: BURNHAM STREET LLC CONTRACTOR: REQUEST BY: DESCRIPTION: BRING KITCHEN UP TO CODE. INSTALL FRP ON WALL. NEW CEILING WORK ORDER: INSPECTOR: ROSE RESULT: N/A REQUESTED: PRIORITY: SCHEDULED: COMPLETED: 05/13/11 UNPAID FEES 00 Date Time TIME: TRAVEL ONSITE COMMENTS: ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 05/13/11 ROSE N/A B002 FOUNDATION 05/13/11 ROSE N/A B003 FRAMING (ROUGH) 05/13/11 ROSE N/A B004 INSULATION 05/13/11 ROSE N/A B005 FIREPLACE / CHIMNEY 05/13/11 ROSE N/A B006 WOOD / GAS STOVE 04/13/01 DOUG PASS B009 OTHER 05/06/11 DOUG PASS BO10 FINAL 04/29/11 SUMM PASS F020 FM HOOD EXTINGUISH SYSTEM 04/29/11 SUMM PASS F040 CO -FIRE MARSHAL INSPECTION 05/05/11 ROY PASS V035 HEALTH FINAL ! 10 VIVkw �t jet axusH 3 / 57.2 M ' 6d.S Q ko / r. ,�. �•w' �,a,4, y OYI F T aQ.+F< . 146� /'9 72-,oPAWor r^-,F ��Y�l�V'�,/41, Oi'i91/N.4V!►,!�' N�1rl�' .►�t��' �• +tb: 41; ,OC-r 9, i ,r t 0a ril-i d 11 of the prop0sa'J erected at 15 Street tnq,other 51 t" In :wd with pi-in and 1 3-:1"C t)C�� p'y •-111 an 2n It,— , —J shaii to '2WICL119 and state li"S n, nq ponj�, -Y d by the Build,ng 4 CAs app"C'i ion and """a f ,,crmit g ned th It t rued 1�1.:"C11d."o-3 his ,n is aPF ,rd'r d ,rdulln, with. These filed Witill tot? U tJ ,undrtwnatlY Approved Civil Scuth Viind--.r toLnspccior DMIDIIINIG DEPARTMI-EIN'T l//S/ �i•I moo.�� ( U=.- CERTIFICATION OF ZONING COMF-, iA1%k.,L b i Proposed building(s), uses) and/or structure(!;:t as shown on this plan appear(s) to be conformance with current South regulations: -.:)!.:Variances aad special exc n.W apply. , qq Electric # APPLICATION FOIL, IN E IT Plumbing# 190 Burnham Street HVAC# Dat :i N S rinkler# out p FINAL APPROVALS 1000316 Estimated DEt'J � Permits $ Building. COMPLETE RED BOXED AREAS Occupancy Fee $ Engineeng TYPE OF PRINT ONLY Eng. Insp. Fee $ Affidavit Jzl SIGN ON REVERSE SIDE A ► Appr.forCO. Total Fe*, ( $ iQa� TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional ost) $ The undersigned hereby applies to do work accgMin t the following: Applicanttuc Location .�LLotNo. Applicant's Address I Z U 4% -P- We(n a Tel # Town Z Zip Lic.# Owner _ V •LEA Architect Owner's Address Architect's Add ess U Lt,r�L l -zip s in Zip d� Sq. Ft.New Area: 1 st Fl 2nd FI. 3rd Fl. Total New Area Purpose of this permit City Water ❑ Well ❑ Septic System ❑ Sewer❑ Ins: HO SP Cert. Area Bas Garage Approved by --. Date plc) Use Grou Construction Type fl At c00 % Revised 1108 I hereby agree to conform to all the requirements the Laws of the Stale of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspect f any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is b located the proper ce I street lines.side yard lines,and required distances from all other zones and is located w ch this buildin is owed. Sign I hereby apply for a Certificate of Occupancy for th ork d ed in pplication for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET 09/14/10 Printed by Peart, Dayshell 11 08 54 INSPECTION: 32883 FOOTING PERMIT: STATUS: APPLICATION: 201000811 LOCATION: 190 BURNHAM STREET SOUTH WINDSOR PROPERTY ID: 15600190 OWNER: GLASSMAN ABRAHAM & BEVERLY TRUSTEES CONTRACTOR: DESCRIPTION: ADD ANTENNAS ABD EQUIPMENT TO EXISTING TOWER WORK ORDER: INSPECTOR: DOUG RESULT: N/A REQUESTED: SCHEDULED: COMPLETED: 08/30/10 UNPAID FEES 00 Date Time TIME: TRAVEL ONSITE COMMENTS ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 08/30/10 DOUG N/A B002 FOUNDATION 08/30/10 DOUG N/A B003 FRAMING (ROUGH) 08/30/10 DOUG N/A B004 INSULATION 08/30/10 DOUG N/A B005 FIREPLACE / CHIMNEY 08/30/10 DOUG N/A B006 WOOD / GAS STOVE 08/30/10 DOUG N/A B009 OTHER 08/30/10 DOUG N/A BO10 FINAL O8/16/10 ROSE PASS BO10 FINAL 07/22/10 ROSE PENDING E001 ELECTRIC SERVICE 07/28/10 ROSE PASS E001 ELECTRIC SERVICE July 22,2010 Re: Building Permit Issued to Maxton Technology To Whom It May Concern, Please be advised that Maxton Technology will no longer be the contractor of choice for the installation of the wireless telecommunications equipment to be installed per the attached current Building Permit. Clearwire Communications has requested that vie transfer this building permit to Eastern Communications INC and Maxton has to agree to do so and authorizes the representatives of Eastern Communications INC to do so. Pleas ac ept this letter as formal request to change the name of the contractor on this building permit to E ste Communications INC. t 1 Thomas F.Flyn Site Devel ent P Maxton Tec no ogy Inc. Tom.FIVnn@maxtontech.com 508-821-6974 50 F.astman Street—South Easton,MA 02375—Office:(508)936-6393—Fax:(508)936-6395 20/2010 TUE 15:17 FAX 210 349 2464 ERCC OFFICE Q 001/002 f � a !- Electric# APPLICATION FOR BUILDING PERMIT Plumbing# 190 Burnham Street rDate: If�2c�1 to HVAC# Sprinkler# 1000156 Estimated Cost $ O FINAL APPROVALS Permit Fee $ Building COMPLETE RED BOXED AREAS Occupancy Fee $ Engineering _ TYPE OF PRINT ONLY Eng. Insp.Fee $ Affidavit Appr.forCO. �� ► SIGN ON REVERSE SIDE 4 ] Total Fq�,5b�19 $ 12P TO THE BUILDING EPARTMENT,TOWN OF SOUTH WINDSOR,CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applican Locati n of Work 10() , urnFxZm SKFeT Lot No. Applicants Address — Tel #z(�3(o4ls 1 2.-7 Town 111) Zip l.—YAb( Lic.# W 6 octoo!j 7(s Owner SOVA Architect v 1 A Owner's Address Architect's Address Zip Zip Sq.Ft.New Area:I st R. 2nd Fl. 3rd R. Total New Area Purpose of this permit City Water?" ater Well 0 Septic System 0 Sewer U Ins: HO SP Cert. Area Basement Garage Approved by Date Y3 a,/U Use Group`� Construction Type�— ' � S �� . � � e ;� „ ' 04/20/2010 TUE 15 18 FAX 210 349 2464 ERCC OFFICE Z 002/002 1 ` r I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance fr lI street lines,side yard lines,and required distances from all other zones and is located i s bui g and Its use is allow Sig ed I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed r 00 NOT WRITE BELOW THIS LINE INSPECTION COMMENTS t N -" INSPECTION FIELD SHEET 09/14/10 Printed by Peart, Dayshell 11 07 19 'INSPECTION: 31061 FOOTING PERMIT: STATUS APPLICATION: 201000427 LOCATION: 190 BURNHAM STREET SOUTH WINDSOR PROPERTY ID: 15600190 OWNER: GLASSMAN ABRAHAM & BEVERLY TRUSTEES CONTRACTOR: DESCRIPTION: REMOVE AND REPLACE CELL ANTENNA OF SAME HEIGHT WORK ORDER: INSPECTOR: ROSE RESULT: N/A REQUESTED: SCHEDULED: COMPLETED: 09/02/10 UNPAID FEES 00 Date Time TIME: TRAVEL ONSITE COMMENTS ALL INSPECTIONS INSPECTED INSPECTOR RESULT INSP DESCRIPTION 09/02/10 ROSE N/A B002 FOUNDATION 09/02/10 ROSE N/A B003 FRAMING (ROUGH) 09/02/10 ROSE N/A B004 INSULATION 09/02/10 ROSE N/A B005 FIREPLACE / CHIMNEY 09/02/10 ROSE N/A B006 WOOD / GAS STOVE O8/16/10 ROSE PASS BO10 FINAL h � N Date: December 17,2009 CA TT David Eicher ocrownastle (� Crown Castle 2000 Corporate Drive 3530 Toringdon Way,Suite 300 Canonsburg,PA Charlotte, NC 28277 724-416-2000 Subject: Structural Analysis Report Carrier Designation: Verizon Wireless Co-Locate Crown Castle Designation: Crown Castle BU Number: 806375 Crown Castle Site Name: HRT 095 943237 Crown Castle JDE Job Number: 128320 Crown Castle Work Order Number: 308725 Engineering Firm Designation: Crown Castle Project Number: 308725 Site Data: �190 BURNHAM ST,SOUTH WINDSOR,Hartford County,CT Latitude 41°47'60",Longitude-72°36'60" -4 110 Foot-Monopole Tower Dear David Eicher, Crown Castle is pleased to submit this"Structural Analysis Report"to determine the structural integrity of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural 'Statement of Work' and the terms of Crown Castle Purchase Order Number 308725, in accordance with application 91527,revision 1. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation,under the following load case,to be: LC1:Existing+Reserved+Proposed Equipment Sufficient Capacity Note:See Table I and Table 11 for the proposed and existing/reserved loading,respectively. The analysis has been performed in accordance with the TIA/EIA-222-F standard and local code requirements based upon a wind speed of 80 mph fastest mile. All modifications and equipment proposed in this report shall be installed in accordance with the attached drawings for the determined available structural capacity to be effective. We at Crown Castle appreciate the opportunity of providing our continuing professional services to you and Crown Castle. If you have any questions or need further assistance on this or any other projects please give us a call. Structural analysis prepared by:Jon W. McElroy, Engineer IRS Respectfully submitted by: �r6%%%" urray4i11, CONpF J► i $ Kenton C.Weber,P.E. Engineering Supervisor z No.27�e3 RISA Tower Report-version 5.3.1.0 December 17, 2009 110 Ft Monopole Tower Structural Analysis CCI BU No 806375 Project Number 308725,Application 91527,Revision 1 Page 2 ' TABLE OF CONTENTS 1)INTRODUCTION 2)ANALYSIS CRITERIA Table 1 -Proposed Antenna and Cable Information Table 2-Existing and Reserved Antenna and Cable Information Table 3-Design Antenna and Cable Information 3)ANALYSIS PROCEDURE Table 4-Documents Provided 3.1)Analysis Method 3.2)Assumptions 4)ANALYSIS RESULTS Table 5-Tower Component Stresses vs.Capacity 4.1)Recommendations 5)APPENDIX A RISATower Output 6)APPENDIX B Base Level Drawing 7)APPENDIX C Additional Calculations RISATower Report-version 5.3.1.0 December 17,2009 110 Ft Monopole Tower Structural Analysis CCI BU No 806375 Project Number 308725,Application 91527,Revision 1 Page 3 1)INTRODUCTION This tower is a 110 ft Monopole tower designed by VALMONT in January of 1991.The tower was originally designed for a wind speed of 90 mph per EIA-222-D. 2)ANALYSIS CRITERIA The structural analysis was performed for this tower in accordance with the requirements of TIA/EIA-222-F Structural Standards for Steel Antenna Towers and Antenna Supporting Structures using a fastest mile wind speed of 80 mph with no ice,69.3 mph with 0.5 inch ice thickness and 50 mph under service loads. Table 1 -Proposed Antenna and Cable Information Center Number Number Feed Mounting Line Antenna Level(ft) Elevation °f Manufacturer Antenna Model of Feed Line Note (ft) Antennas Lines Size(in) 1 I antel I BXA-70063/6CFx2 w/ Mount Pipe 2 antel BXA-70063/6CFx6 w/ 108 109 Mount Pipe 3 1-5/8 - 2 antel LPA-80063/4CF w/Mount Pipe 4 antel LPA-80080/4CF w/Mount Pipe Table 2-Existing and Reserved Antenna and Cable Information Center Number Number Feed Mounting Line Antenna of Antenna Model of Feed Line Note Level(ft) Elevation Antennas Manufacturer Lines Size(in) (ft) 9 ( decibel IDB844F90A-SX w/Mount I _ I _ I 3 109 Pipe 108 I 6 decibel DB948F85T2E-M w/ r Mount Pipe 15 1-5/8 1 108 1 tower mounts Platform Mount(LP 101- - 2 I BPS ALP 9212-N w/Mount 97 97 9 swedcom pipe 11 7/8 1 1 tower mounts Platform Mount(LP 101- 1) 3 argus technologies LLPX31 OR w/Mount Pipe 87 --1 motorola TIMING 2000 �samsung 1 5/16 86 3 �'telecommunications WIMAX DAP HEAD 3 1/4 2 86 1 -1 tower mounts FT-Arm Mount[TA 702-3] 3 1/2 � _ 4 1/2 (�2—�-3 -dragonwave A-ANT-18G-2-C 3 _ dragonwave HORIZON COMPACT Notes: 1) Existing Equipment 2) Reserved Equipment 3) Equipment to be Removed RISATower Report-version 5.3.1.0 December 17,2009 110 Ft Monopole Tower Structural Analysis CCI BU No 806375 Project Number 306725,Application 91527,Revision 1 Page 4 Table 3-Design Antenna and Cable Information Center Number Number Feed Mounting Line of Antenna Antenna Model of Feed Line Level(ft) Elevation Antennas Manufacturer Lines Size(in) (ft) 107 107 4 - PD 10017's _- j 100.5 j 100.5 12 j - PD1132's �- 3)ANALYSIS PROCEDURE Table 4-Documents Provided Document Remarks Reference Source 4-GEOTECHNICAL REPORTS EDP/TRIGGS 262109 CCISITES 4-TOWER FOUNDATION Leinweber&Assoc. 262107 CCISITES DRAWINGS/DESIGN/SPECS r 4-TOWER MANUFACTURER Valmont 262106 CCISITES DRAWINGS 3.1) Analysis Method RISATower(version 5.3.1.0),a commercially available analysis software package,was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. 3.2) Assumptions 1) Tower and structures were built in accordance with the manufacturer's specifications. 2) The tower and structures have been maintained in accordance with the manufacturer's specification. 3) The configuration of antennas,transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. 4) When applicable,transmission cables are considered as structural components for calculating wind loads as allowed by TIA/EIA-222-F. 5) The base plate grout was not considered in this analysis. This analysis may be affected if any assumptions are not valid or have been made in error.Crown Castle should be notified to determine the effect on the structural integrity of the tower. 4)ANALYSIS RESULTS Table 5-Section Capacity(Summary) Section Elevation(ft) Component Size Critical Element P(K) P1016 _allow ;6�19J Pass I Fall L1 I 110-70 Pole I TP25.53x15.53x0.25 f 1 -6.48 .11 Pass L2 70-34.0833 Pole TP34.02x24.034.3125 2 -11.20 1 1698.94 71.3 Pass L3 34.0833-0 l Pole TP41.9x32.1645x0.3438 3 -18.49 2385.98 73.1 Pass T — Summary Pole(1-3) 73.1 Pass RATING= 73.1 Pass Table 6-Tower Component Stresses vs.Capacity-LC1 RISATower Report-version 5.3.1.0 December 17,2009 110 Ft Monopole Tower Structural Analysis CC/BU No 806375 Project Number 308725,Application 91527,Revision 1 Page 5 Notes Component Elevation(ft) %Capacity Pass/Fail 1 Anchor Rods ( 0 59.3 Pass 1 Base Plate 0 42.6 Pass 1,2 Base Foundation 0 75.0 Pass Structure Rating(max from all components)= 75% Notes: 1) See additional documentation in'Appendix C—Additional Calculations'for calculations supporting the%capacity consumed. 2) Foundation capacity determined by comparing analysis reactions to original design reactions. 4.1) Recommendations The tower and its foundation have sufficient capacity to carry the existing,reserved, and proposed loads. No modifications are required at this time. RISATower Report-version 5.3.1.0 December 17, 2009 110 Ft Monopole Tower Structural Analysis CCI BU No 806375 Project Number 308725,Application 91527,Revision 1 Page 6 APPENDIX A RISA TOWER OUTPUT RISATower Report-version 5.3.1.0 110.0 fl I IN! VIB DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATIDN (2)DB91aFB X-M d Maur Plea toe v PYOam M MA LP 101-1) - 97— aXA-700&V6CFx2 d MouR Pipe 100 LLPX310R d MWA Pipe ee _ (2)LPA-80M4CF d Mood P40 109 HORIZON COMPACT as (2)D89W85ME41 d MiruM Plpe 10e WIMMX DAP HEAD as 0XA-7006UC_Fxe d Moat Plpe toe LLPX310R d MR"Plpe M (2)LPA-80010401'of MaW Pips toe HORIZON COMPACT as (2)DB9W85T2E41 d Moun1 Pipe toe WIMAX DAP HEAD e0 8XA-7006WFx8 d Mlorad Pips 108 LLPX31OR d Moui Plpe as 8 N (2)LPA-8006V4CF d Mourd Pipe 100 HORIZON COMPACT as g h M PleNorm Mbuk(LP 101-1) - _- 109 � TIMING 2000 M — a N I 3()ALP 9212-N d Mout Plpa 97 WIAMX DAP HEAD M (3)ALP 9212-N d Mmd Ppe 97 T-Arm Mwait[TA 70" as TIMING 2OW W A-ANT-1aCr2t as ... (3)ALP 9212-_N_w M_ouM Plpe 97 A-ANT-18G-2-C ae nMiNc_2000 -_--_-.- 97 A•ANT•1aG•2C 80 MATERIAL STRENGTH GRADE Fy Fu GRADE Fy Fu A572.85 Mai 80 Mai 8 TOWER DESIGN NOTES 7o_0 e 1. Tower is located in Hartford County,Connecticut. 2. Tower designed for a 80 mph basic wind in accordance with the TIAIEIA-222-F Standard. 3. Tower is also designed for a 69 mph basic wind with 0.50 in ice. 4. Deflections are based upon a 50 mph wind. 5. TOWER RATING:73.1% N N 7QQi 7QQG � Y rn � v w wi o O AXIAL 8 25 K N a MOMENT 16 KAR / 1265 kip-R TORQUE 1 kip-R 69 mph WIND-0.5000 in ICE AXIAL 19 K MOMENT SHEAR 1461 kip-fl 19K ; J --- - - -e( 0:0 I TORQUE 0 kip-R 8E $ REACTIONS-80 mph WIND ffl�N Crown Castle USA Inc. BU;IIfm375 2000 Corporate Drive P"Id Canonsburg PA 15317 cl"t:Crown Castle Dre b7.ts ran App'd shapn9 the Wireless World Phone:(724)416-2879 Code.TIAIEIA-222-F Dal*12/17/09 $08"` NTS FAX: 724 416-4879 Pao` D-'E-1 RISATofver Job Page BU#806375 1 of 11 Crown Castle USA Inc. Project Date 2000 Corporate Drive 15:37:37 12/17/09 Canonsburg,PA 15317 Client Designed by Phone:(724)416-2879 Crown Castle FAX:(724)416-4879 tstyran Tower Input Data There is a pole section. This tower is designed using the TIA/EIA-222-F standard. The following design criteria apply: Tower is located in Hartford County,Connecticut. Basic wind speed of 80 mph. Nominal ice thickness of 0.5000 in. Ice density of 56 pcf. A wind speed of 69 mph is used in combination with ice. Deflections calculated using a wind speed of 50 mph. A non-linear(P-delta)analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1.333. Local bending stresses due to climbing loads,feedline supports,and appurtenance mounts are not considered. Options Consider Moments-Legs Distribute Leg Loads As Uniform Treat Feedline Bundles As Cylinder Consider Moments-Horizontals Assume Legs Pinned Use ASCE 10 X-Brace Ly Rules Consider Moments-Diagonals J Assume Rigid Index Plate Calculate Redundant Bracing Forces Use Moment Magnification 4 Use Clear Spans For Wind Area Ignore Redundant Members in FEA Use Code Stress Ratios Use Clear Spans For KUr SR Leg Bolts Resist Compression Use Code Safety Factors-Guys Retension Guys To Initial Tension All Leg Panels Have Same Allowable Escalate Ice 4 Bypass Mast Stability Checks Offset Girt At Foundation Always Use Max Kz 4 Use Azimuth Dish Coefficients Consider Feedline Torque Use Special Wind Profile 4 Project Wind Area ofAppurt. Include Angle Block Shear Check Include Bolts In Member Capacity Autocalc Torque Arm Areas Poles Leg Bolts Are At Top Of Section SR Members Ilave Cut Ends Include Shear-Torsion Interaction Secondary Horizontal Braces Leg Sort Capacity Reports By Component Always Use Sub-Critical Flow Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Use Top Mounted Sockets Add IBC.6D+W Combination Tapered Pole Section Geometry Section Elevation Section Splice Number Top Bottom Mall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius Jt !t Jt Sides in in in in LI 110.00-70.00 40.00 4.00 12 15.5300 25.5300 0.2500 1.0000 A572-65 (65 ksi) L2 70.00-34.08 39.92 4.92 12 24.0300 34.0200 0.3125 1.2500 A572-65 (65 ksi) L3 34.08-0.00 39.00 12 32.1645 41.9000 0.3438 1.3750 A572-65 (65 ksi) Tapered Pole Properties RISAToiver Job Page BU#806375 2 of 11 Crown Castle USA hict Project Date 20W Corporate Drive 15:37:37 12/17/09 Canonsburg,PA 15317 Client Designed by Phone:(724)416-2879 Crown Castle FAX.(724)416-4879 tstyran Section Tip Dia. Area 1 r C 1/C J I w w/1 in inl in` in in ini in in in LI 16.0778 12.3004 366.5658 5.4702 8.0445 45.5670 742.7616 6.0539 3.4920 13.968 26.4306 20.3504 1660.0189 9.0502 13.2245 125.5256 3363.6484 10.0158 6.1720 24.688 L2 25.9141 23.8657 1713.5571 8.4909 12.4475 137.6623 3472.1312 11.7460 5.6025 17.928 35.2201 33.9182 4918.9394 12.0673 17.6224 279.1306 9967.1048 16.6935 8.2799 26.496 L3 34.5698 35.2216 4552.1411 11.3918 16.6612 273.2179 9223.8721 17.3350 7.6988 22.397 43.3781 45.9976 10138.9640 14.8771 21.7042 467.1429 20544.2898 22.6386 10.3080 29.987 Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. ►Veight Afu/t. Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing Diagonals Horizontals ft ft' in in in LI l 1 1 110.00-70.00 L2 70.00-34.08 1 1 1 L3 34 08-0.00 1 1 1 Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Component Placement Total CA Weight or Shield TJpe Number Leg r f?/ft klr IIJ7-50A(I-5/8") C No Inside Pole 108.00-0.00 15 No Ice 0.00 0.00 1/2"Ice 0.00 0.00 AL7-50(1 5/8") C No CaAa(Out Of 108.00-0.00 2 No Ice 0.00 0.00 Face) 1/2"Ice 0.00 0.00 AL7-50(1 5/8") C No CaAa(Out Of 108.00-0.00 1 No Ice 0.20 0.00 Face) 1/2"Ice 0.30 0.00 LDF5-50A(7/8") B No Inside Pole 97.00-0.00 11 No Ice 0.00 0.00 1/2"Ice 0.00 0.00 FSJ I-50A(1/4") C No CaAa(Out Of 86.00-0.00 3 No Ice 0.00 0.00 Face) 1/2"Ice 0.00 0.00 FSJ4-5013(1/2") C No CaAa(Out Of 86.00-0.00 1 No Ice 0.00 0.00 Face) 1/2"Ice 0.00 0.00 FSJ4-5013(1/2") C No CaAa(Out Of 86.00-0.00 3 No Ice 0.05 0.00 Face) 1/2"Ice 0.15 0.00 I IJ4.5-50(5/8") C No CaAa(Out Of 86.00-0.00 3 No Ice 0.00 0.00 Face) 1/2"Ice 0.00 0.00 9207(5/16") C No CaAa(Out Of 86.00-0.00 1 No Ice 0.00 0.00 Face) 1/2"Ice 0.00 0.00 Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR AF C4A.4 CA., Weight Section Elevation In Face Out Face ft Je fr: f? f? K L 1 110.00-70.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.10 C 0.000 0.000 0.000 9.944 0.69 L2 70.00-34.08 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.13 C 0.000 0.000 0.000 12.643 0.71 L3 34.08-0.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.12 RISAToiver Job Page BU#806375 3 of 11 Crown Castle USA Inc. Project Date 20iH1 Corporate Drive 15:37:37 12/17/09 Canonsburg,PA 15317 Client Designed by Phone:(724)416-2879 Crown Castle FAX.-(724)416-4879 FAX.- Tower Tower Face AR AF CAA C,AA Weight Section Elevation In Face Out Face f J-1 k J? ft, K C 0.000 0.000 0.000 11.997 067 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice AR AF- CAAA CAA Height Section Elevation or Thickness In Face Out Face ft Leg in fie Ili _ _f? fr: K L 1 110.00-70.00 A 0.500 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.10 C 0.000 0.000 0.000 18.544 0.97 L2 70.00-34.08 A 0.500 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.13 C 0.000 0.000 0.000 27.010 1.12 L3 34.08-0.00 A 0.500 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.12 C 0.000 0.000 0.000 25.631 1.06 Feed Line Center of Pressure Section Elevation CPS- CPz CPV- CPc Ice Ice ft in in in in L1 110.00-70.00 -0.2949 0.1702 -0.4860 0.2806 L2 70.00-34.08 -0.4000 0.2310 -0.7293 0.4211 L3 34 08-0.00 -0.4111 0.2374 -0.7715 04454 Discrete Tower Loads Description Face Offset Ojfsets: Azimuth Placement CAA CAA freight or Type Harz Adjustment Front Side Leg Lateral Vert f1 f f? J? K Jt li (2)DB948F85T2E-M w/ A From Leg 4.00 0.0000 108.00 No Ice 2.13 4.45 0.03 Mount Pipe 0.00 1/2"Ice 2.49 5.12 0.06 1.00 BXA-70063/6CFx2 w/Mount A From Leg 4.00 0.0000 10&00 No Ice 7.97 5.40 0.04 Pipe 0.00 1/2"Ice 8.61 6.55 0.10 1.00 (2)LPA-80080/4CF w/ A From Leg 4.00 0.0000 108.00 No Ice 2.86 7.23 0.03 Mount Pipe 0.00 1/2"Ice 3.22 7.92 0.07 1.00 (2)DB948F85T2E-M w/ B From Leg 4.00 0.0000 108.00 No Ice 2.13 4.45 0.03 Mount Pipe 0.00 1/2"Ice 2,49 5.12 0.06 1.00 BXA-70063/6CFx6 w/Mount B From Leg 4.00 0.0000 108.00 No Ice 7.97 5.40 0.03 RISA Tower Job BU#806375 Page4 of 11 Crown Castle USA Inc. Project Date 20W Corporate Drive 15:37:37 12/17/09 Canonsburg.PA 15317 Client Designed by Phone:(724)416-2879 Crown Castle FAX:(724)416-4879 tstyran Description Face Ojjset OJjsets: Azimuth Placement CAA.4 CAA Weight or Type Harz Adjustment Front Side Leg Lateral Vert ft 0 ft ft' ft' K f fr Pipe 0.00 1/2"Ice 8.61 6.55 0.08 1.00 (2)LPA-80080/4CF w/ B From Leg 4.00 0.0000 108.00 No Ice 2.86 7.23 0.03 Mount Pipe 0.00 1/2"Ice 3.22 7.92 0.07 1.00 (2)DB948F85T2E-M w/ C From Leg 4.00 0.0000 108.00 No Ice 2.13 4.45 0.03 Mount Pipe 0.00 1/2"Ice 2.49 5.12 0.06 1.00 BXA-70063/6CFx6 w/Mount C From Leg 4.00 0.0000 108.00 No Ice 7.97 5.40 0.03 Pipe 0.00 1/2"Ice 8.61 6.55 0.08 1.00 (2)LPA-80063/4CF w/ C From Leg 4.00 0.0000 108.00 No Ice 7.25 7.26 0.04 Mount Pipe 0.00 1/2"Ice 7.72 7.96 0.10 1.00 Platform Mount(LP 101-1) C None 0.0000 108.00 No Ice 36.21 36.21 1.50 1/2"Ice 42.82 42.82 2.30 s• (3)ALP 9212-N w/Mount A From Leg 4.00 0.0000 97.00 No Ice 6.02 7.05 0.04 Pipe 0.00 1/2"Ice 6.51 7.83 0.09 0.00 (3)ALP 92I2-N w/Mount B From Leg 4.00 0.0000 97.00 No Ice 6.02 7.05 0.04 Pipe 0.00 1/2"Ice 6.51 7.83 0.09 0.00 TIMING 2000 B From Leg 4.00 0.0000 97.00 No Ice 0.13 0.13 0.00 0.00 1/2"Ice 0.18 0.18 0.00 0.00 (3)ALP 9212-N w/Mount C From Leg 4.00 0.0000 97.00 No Ice 6.02 7.05 0.04 Pipe 0.00 1/2"Ice 6.51 7.83 0.09 0.00 TIMING 2000 C From Leg 4.00 0.0000 97.00 No Ice 0.13 0.13 0.00 0.00 1/2"Ice 0.18 0.18 0.00 0.00 Platform Mount(LP 101-1) C None 0.0000 97.00 No Ice 36.21 36.21 1.50 1/2"Ice 42.82 42.82 2.30 st LLPX310R w/Mount Pipe A From Leg 3.00 0.0000 86.00 No Ice 5.07 2.98 0.05 0.00 1/2"Ice 5.48 3.53 0.08 1.00 HORIZON COMPACT A From Leg 3.00 0.0000 86.00 No Ice 0.84 0.43 0.01 0.00 1/2"Ice 0.97 0.52 0.02 -4.00 WIMAX DAP IIEAD A From Leg 3.00 0.0000 86.00 No Ice 1.80 0.78 0.03 0.00 1/2"Ice 1.99 0.92 0.04 1.00 LLPX3IOR w/Mount Pipe B From Leg 3.00 0.0000 8600 No Ice 5.07 2.98 0.05 0.00 1/2"Ice 5.48 3.53 0.08 1.00 HORIZON COMPACT B From Leg 3.00 0.0000 86.00 No Ice 0.84 0.43 0.0I 0.00 1/2"Ice 0.97 0.52 0.02 -4.00 WIMAX DAP HEAD B From Leg 3.00 0.0000 86.00 No Ice 1.80 0.78 0.03 0.00 1/2"Ice 1.99 0.92 0.04 1.00 LLPX3IOR w/Mount Pipe C From Leg 3.00 0.0000 86.00 No Ice 5.07 2.98 0.05 0.00 1/2"Ice 5.48 3.53 0.08 1.00 HORIZON COMPACT C From Leg 3.00 0.0000 86.00 No Ice 0.84 0.43 0.01 RISATower Job Page BU#806375 5 of 11 Crown Castle USA Inc. Project Date 2000 Corporate Drive 15:37:37 12/17/09 Canonsburg,PA 15317 Client Designed by Phone:(724)4/6-2879 Crown Castle FAX:(724)4/6-4879 tstyran Description Face Offset OJjsets: Azimuth Placement CA, CAA 4 Weight or Tlpe florz Adjustment Front Side Leg Lateral Vert ft 0 ft ft' f? K ft f 0.00 1/2"Ice 0.97 0.52 0.02 -4.00 TIMING 2000 C From Leg 3.00 0.0000 86.00 No Ice 0.13 0.13 0.00 0.00 1/2"Ice 0.18 0.18 0.00 1.00 WIMAX DAP HEAD C From Leg 3.00 0.0000 86.00 No Ice 1.80 0.78 0.03 0.00 1/2"Ice 1.99 0.92 0.04 1.00 T-Arm Mount[TA 702-31 C None 0.0000 86.00 No Ice 5.64 5.64 0.34 1/2"Ice 6.55 6.55 0.43 Dishes Description Face Dish Offset OJ]iets: Azimuth 3 dB Elevation Outside Aperture Weight or Type Type flow Adjustment Beam Diameter Area Leg Lateral Width Vert f ° ft f fry K A-ANT-18G-2-C A Paraboloid w/o From 3.00 0,0000 86.00 2.17 No Ice 3.72 0.03 Radome Leg 0.00 1/2"Ice 4.01 0.03 -4.00 A-ANT-18G-2-C B Paraboloid w/o From 3.00 0.0000 86.00 2.17 No Ice 3.72 0.03 Radome Leg 0.00 1/2"Ice 4.01 0.03 -4.00 A-ANT-18G-2-C C Paraboloid w/o From 3.00 0.0000 86.00 2.17 No Ice 3.72 0.03 Radome Leg 0.00 1/2"Ice 4.01 0.03 -4 00 Load Combinations Comb. Description No. 1 Dead Only 2 Dead+W ind 0 deg-No Ice 3 Dead+W ind 30 deg-No Ice 4 Dead+W ind 60 deg-No Ice 5 Dead+W ind 90 deg-No Ice 6 Dead+W ind 120 deg-No Ice 7 Dead+Wind 150 deg-No Ice 8 Dead+Wind 180 deg-No Ice 9 Dead+W ind 210 deg-No Ice 10 Dead+Wind 240 deg-No Ice 11 Dead+Wind 270 deg-No Ice 12 Dead+Wind 300 deg-No Ice 13 Dead+Wind 330 deg-No Ice 14 Dead+Ice 15 Dead+Wind 0 deg+lee 16 Dead+Wind 30 deg+lce RISATower Job Page BU#806375 6 of 11 Crown Castle USA Inc. Project Date 20W Corporate Drive 15:37:37 12/17/09 Canonsburg,PA 15317 Client Designed by Phone:(724)416-2879 Crown Castle FAX:(724)416-4879 tstyran Comb. Description No. 17 Dead+Wind 60 deg+lce 18 Dead+Wind 90 deg+lce 19 Dead+Wind 120deg+lce 20 Dead+Wind 150deg+lce 21 Dead+Wind 180 deg+lce 22 Dead+Wind 210 deg+lce 23 Dead+Wind 240 deg+lce 24 Dead+Wind 270 deg+lce 25 Dead+Wind 300 deg+Ice 26 Dead+Wind 330 deg+lce 27 Dead+Wind 0 deg-Service 28 Dead+Wind 30 deg-Service 29 Dead+Wind 60 deg-Service 30 Dead+Wind 90 deg-Service 31 Dead+Wind 120 deg-Service 32 Dead+Wind 150 deg-Service 33 Dead+Wind 180 deg-Service 34 Dead+Wind 210 deg-Service 35 Dead+Wind 240 deg-Service 36 Dead+Wind 270 deg-Service 37 Dead+Wind 300 deg-Service 38 Dead+Wind 330 deg-Service Maximum Member Forces Section Elevation Component Condition Gov. Force AlajorAxis Alinor Axis No. ft Type Load Moment Aloment Comb. K kip ft kip ft L1 110-70 Pole Max Tension 24 0.00 -0.00 0.00 Max.Compression 14 -10.89 0.53 -0.24 Max.Mx 11 -6.49 303.15 4.48 Max.My 2 -6.51 -5.15 297.50 Max.Vy 11 -12.19 303.15 -4.48 Max.Vx 2 -12.10 -5.15 297.50 Max.Torque 20 -0,15 L2 70-34.0833 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 14 -16.35 1.07 -0.56 Max.Mx 11 -11.21 782.90 -6.22 Max.My 2 -11.22 -10.33 773.66 Max.Vy 11 -15.23 782.90 -6.22 Max.Vx 2 -15.14 -10.33 773.66 Max.Torque 20 -0.33 L3 34.0833-0 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 14 -24.57 1.87 -1.02 Max.Mx 11 -18.49 1444.92 -8.13 Max.My 2 -18.49 -15.95 1431.69 Max.Vy 11 -18.77 1444.92 -8.13 Max.Vx 2 -18.68 -15.95 1431.69 Max.Torque 20 -0.58 Maximum Reactions Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load K K K Comb. b �I RISATofver Jo BU#806375 Page 7 of 11 Crown Castle USA Inc. Project Date 2000 Corporate Drive 15:37:37 12/17/09 Canonsburg,PA 15317 Client Designed by Phone:(724)416-2879 Crown Castle FAX:(724)416-4879 tstyran Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load K K K Comb. Pole Max.Vert 24 24.57 16.07 -0.03 Max.H, 11 18.50 18.76 -0.04 Max H, 2 18.50 -0.15 18.66 Max.M, 2 1431.69 -0.15 18.66 Max.M, 5 1443.89 -18.76 025 Max.Torsion 26 0.58 8.01 13.70 Min.Vert 1 18.50 0.00 000 Min.11, 5 18.50 -18.76 0.25 Min.H, 8 18.50 0.15 -18.62 Min.M, 8 -1428.59 0.15 -18.62 Min.M, 11 -1444.92 18.76 -0.04 Min.Torsion 20 -0.58 -7.86 -13,79 Tower Mast Reaction Summary Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment.A dloment,At K K K kip jt kip ft kip ft Dead Only 18.50 0.00 0.00 0.25 0.50 0.00 Dead+Wind 0 deg-No Ice 18.50 0.15 -18.66 -1431.69 -15.95 -0.32 Dead+Wind 30 deg-No Ice 18.50 9.59 -16.12 -1238.11 -743.38 -0.18 Dead+Wind 60 deg-No Ice 18.50 16.35 -9.44 -728.14 -1261.10 0.02 Dead+Wind 90 deg-No Ice 18.50 18.76 -0.25 -24.80 -1443.89 0.21 Dead+Wind 120 deg-No Ice 18.50 1&24 9.20 701.97 -1247.82 0.34 Dead+W ind 150 deg-No Ice 18.50 9.16 16.07 1230.80 -700.02 0.38 Dead+W ind 180 deg-No Ice 18.50 -0.15 18.62 1428.59 16.98 0.33 Dead+W ind 210 deg-No Ice 18.50 -9.42 16.22 1247.20 729.54 0.19 Dead+Wind 240 deg-No Ice 18.50 -16.38 9.46 730.45 1265.26 -0.02 Dead+Wind 270 deg-No Ice 18.50 -18.76 0.04 8.13 1444.92 -0.22 Dead+Wind 300 deg-No Ice 18.50 -16.20 -9.18 -699.66 1245.72 -0.35 Dead+Wind 330 deg-No Ice 18.50 -9.34 -15.97 -1221.70 715.93 -0.38 Dead+Ice 24.57 0.00 0.00 1.02 1.87 0.00 Dead+Wind0deg+lce 24,57 0.11 -16.00 -1239.80 -10.91 -0.49 Dead+W ind 30 deg+lce 24.57 8.20 -13.82 -1071.84 -640.42 -0.28 Dead+W ind 60 deg+lce 24.57 14.00 -8.08 -628.99 -1089.34 0.02 Dead+Wind 90 deg+lce 24.57 16.07 -0.20 -18.80 -1248.39 0.31 Dead+Wind 120 deg+lce 24.57 13.91 7.90 610.36 -1079.10 0.51 Dead+Wind 150 deg+lce 24.57 7.86 13.79 1068.15 -606.07 0.58 Dead+Wind 180deg+lee 24.57 -0.11 15.97 1238.94 14.74 0.50 Dead+Wind 210 deg+lce 24.57 -8.06 13.90 1080.94 632.10 0.28 Dead+Wind 240 deg+lce 24.57 -14.03 8.10 632.55 1095.72 -0.02 Dead+Wind 270 deg+lce 24.57 -16.07 0.03 6.85 1252.22 -0.31 Dead+W ind 300 deg+lce 24.57 -13.88 -7.88 -606.80 1080.38 -0.52 Dead+Wind 330 deg+lce 24.57 -8.01 -13.70 -1059.05 622.06 -0.58 Dead+W ind 0 deg-Service 18.50 0.06 -7.29 -559.53 -5.92 -0.13 Dead+W ind 30 deg-Service 18.50 3.75 -6.30 483.86 -290.30 -0.07 Dead+W ind 60 deg-Service 18.50 6.39 -3.69 -284.50 492.70 0.01 Dead+W ind 90 deg-Service 18.50 7.33 -0.10 -9.54 -564.14 0.08 Dead+W ind 120 deg-Service 18.50 6.34 3.60 274.57 487.48 0.13 Dead+Wind 150 deg-Service 18.50 3.58 6.28 481.29 -273.33 0.15 Dead+Wind 180 deg-Service 18.50 -0.06 7.27 558.62 6.96 0.13 Dead+W ind 210 deg-Service 18.50 -3.68 6.34 487.73 285.52 0.07 Dead+W ind 240 deg-Service 18.50 -6.40 3.69 285.72 494.96 -0.01 Dead+W ind 270 deg-Service 18.50 -7.33 0.02 3.33 565.18 -0.08 Dead+Wind 300 deg-Service 18,50 -6.33 -3.59 -273.35 487.30 -0.13 Dead+Wind 330 deg-Service 18.50 -3.65 -6.24 477.43 280.18 -0.15 RISATower Job Page BU#806375 8 of 11 Crown Castle USA Inc. Project Date 20W Corporate Drive 15:37:37 12/17/09 Canonsburg.PA 15317 Client Designed by Phone:(724)416-2879 Crown Castle FAX:(724)416-4879 tstyran Solution Summary Sum of Applied Forces Sum of Reactions Load PY PY PZ P.Y PY PZ %Error Comb. K K K K K K 1 0.00 -18.50 0.00 0.00 18.50 0.00 0.0000/0 2 0.15 -18.50 -18.66 -0.15 18.50 18.66 0.0000/0 3 9.59 -18.50 -16.12 -9.59 18.50 16.12 0.000% 4 16.35 -18.50 -9.44 -16.35 18.50 9.44 0.0000/0 5 18.76 -18.50 -0.25 -18.76 18.50 0.25 0.0000/0 6 16.24 -18.50 9.20 -16.24 18.50 -9.20 0.0000/0 7 9.16 -18.50 16.07 -9.16 18.50 -16.07 0.0000/0 8 -0.15 -18.50 18.62 0.15 18.50 -18.62 0.0000/0 9 -9.42 -18.50 16.22 9.42 18.50 -16.22 0.0000/0 10 -16.38 -18.50 9.46 16.38 18.50 -9.46 0.000% 11 -18.76 -18.50 0.04 18.76 18.50 -0.04 0.000% 12 -16.20 -18.50 -9.18 16.20 18.50 9.18 0.000% 13 -9.34 -18.50 -15.97 9.34 18.50 15.97 0.000% 14 0.00 -24.57 0.00 0.00 24.57 0.00 0.000% 15 0.11 -24.57 -16.00 -0.11 24.57 16.00 0.000% 16 8.20 -24.57 -13.82 -8.20 24.57 13.82 0.000% 17 14.00 -24.57 -8.08 -14.00 24.57 8.08 0.000% 18 16.07 -24.57 -0.20 -16.07 24.57 0.20 0.000% 19 13.91 -24.57 7.90 -13.91 24.57 -7.90 0.000% 20 7.86 -24.57 13.79 -7.86 24.57 -13.79 0.000% 21 -0.11 -24.57 15.97 0.11 24.57 -15.97 0.000% 22 -8.06 -24.57 13.90 8.06 24.57 -13.90 0.000% 23 -14.03 -24.57 8.10 14.03 24.57 -8.10 0.000% 24 -16.07 -24.57 0.03 16.07 24.57 -0.03 0.000% 25 -13.88 -24.57 -7.88 13.88 24.57 7.88 0.0000/0 26 -8.01 -24.57 -13.70 8.01 24.57 13.70 0.000% 27 0.06 -18.50 -7.29 -0.06 18.50 7.29 0.000% 28 3.75 -18.50 -6.30 -3.75 18.50 6.30 0.000% 29 6.39 -18.50 -3.69 -6.39 18.50 3.69 0.000% 30 7.33 -18.50 -0.10 -7.33 18.50 0.10 0.000% 31 6.34 -18.50 3.60 -6.34 18.50 -3.60 0.000% 32 3.58 -18.50 6.28 -3.58 18.50 -6.28 0.000% 33 -0.06 -18.50 7.27 0.06 18.50 -7.27 0.000% 34 -3.68 -18.50 6.34 3.68 18.50 -6.34 0.000% 35 -6.40 -18.50 3.69 6.40 18.50 -3.69 0.000% 36 -7.33 -18.50 0.02 7.33 18.50 -0.02 0.000% 37 -6.33 -18.50 -3.59 6.33 18.50 3.59 0.000% 38 -3.65 -18.50 -6.24 3.65 18.50 6.24 0.0000/0 Non-Linear Convergence Results Load Converged? Number Displacement Force Combination of Cycles Tolerance Tolerance I Yes 4 0.00000001 0.00000001 2 Yes 4 0.00000001 0.00006372 3 Yes 5 0.00000001 0.00008898 4 Yes 5 0.00000001 0.00008939 5 Yes 4 0.00000001 0.00011863 6 Yes 5 0.00000001 0.00008585 7 Yes 5 0.00000001 0.00008279 8 Yes 4 0.00000001 0.00015253 RISA Tower Job Page BU#806375 9 of 11 Crown Castle USA Inc. Project Date 2000 Corporate Drive 15:37:37 12/17/09 Canonsburg.PA 15317 Client Designed by Phone:(724)416-2879 Crown Castle FAX.-(724)416.4879 tstyran 9 Yes 5 0.00000001 0.00008899 10 Yes 5 0,00000001 0.00009005 11 Yes 4 0.00000001 0.00009816 12 Yes 5 0.00000001 0.00008394 13 Yes 5 0.00000001 0.00008551 14 Yes 4 0.00000001 0.00000001 15 Yes 4 0.00000001 0.00013884 16 Yes 5 0.00000001 0.00021303 17 Yes 5 0.00000001 0.00021512 18 Yes 4 0.00000001 0.00016990 19 Yes 5 0.00000001 0.00020689 20 Yes 5 0.00000001 0.00019602 21 Yes 4 0.00000001 0.00029995 22 Yes 5 0.00000001 0.00021600 23 Yes 5 0.00000001 0.00021879 24 Yes 4 0.00000001 0.00021435 25 Yes 5 0.00000001 0.00019997 26 Yes 5 0.00000001 0.00020602 27 Yes 4 0.00000001 0.00001641 28 Yes 4 0.00000001 0.00032846 29 Yes 4 0.00000001 0.00033263 30 Yes 4 0.00000001 0.00001741 31 Yes 4 0.00000001 0.00031547 32 Yes 4 0.00000001 0.00029525 33 Yes 4 0.00000001 0.00002644 34 Yes 4 0.00000001 0.00033211 35 Yes 4 0.00000001 0.00033790 36 Yes 4 0.00000001 0.00002134 37 Yes 4 0.00000001 0.00030209 38 Yes 4 0.00000001 0.00031266 Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. o ° L I 110-70 22.497 35 1.8207 0.0009 L2 74-34.0833 10.062 35 1.3303 0.0005 L3 39-0 2.708 35 0.6443 0.0002 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in fl 108.00 (2)DB948F85T2E-M w/Mount 35 21.751 1.7992 0.0009 18904 Pipe 97.00 (3)ALP 9212-N w/Mount Pipe 35 17.696 1.6759 0.0007 7270 86.00 LLPX3I OR w/Mount Pipe 35 13.841 1.5318 0.0006 3937 82.00 A-ANT-18G-2-C 35 12.522 1.4708 0.0006 3375 Maximum Tower Deflections - Design Wind RISA Tower Job Page BU#806375 10 of 11 Crown Castle USA Inc. Project Date 2M)Corporate Drive 15:37:3712/17/09 Canonsburg.PA 15317 Client Designed by Phone:(724)416-2879 Crown Castle FAX:(724)416-4879 tstyran Section Elevation florz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° L I 110-70 57.415 10 4.6488 0.0032 L2 74-34.0833 25.701 10 3.3984 0.0019 L3 39-0 6.921 10 1.6466 0.0009 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft 108.00 (2)DB948F85T2E-M w/Mount 10 55.513 4.5906 0.0031 7493 Pipe 97.00 (3)ALP 9212-N w/Mount Pipe 10 45.173 4.2614 0,0027 2880 86.00 LLPX310R w/Mount Pipe 10 35.341 3.8909 0.0023 1558 82.00 A-ANT-18G-2-C 10 31.976 3.7390 0.0021 1335 Compression Checks Pole Design Data Section Elevation Size L L. K1/r F. A Actual Allow. Ratio No. P P. P ft ft ft ksi in' K K P L I 110-70(I) TP25.53x l 5.53x0.25 40.00 000 0.0 39.000 19.5454 -6.48 762.27 0.008 L2 70-34.0833(2) TP34.02x24.03x0.3125 39.92 0.00 0.0 39.000 32.6800 -11.20 1274.52 0.009 L3 34.0833-0(3) TP41.902.16450.3438 39.00 0.00 0.0 38.914 45.9976 -18.49 1789.93 0.010 Pole Bending Design Data Section Elevation Size Actual Actual Allow. Ratio Actual Actual Allow. Ratio No. Af, A. Fb, A. Af, A Fb, All ft kip ft ksi ksi Fb7 kip ft ksi ksi Fb, L 1 110-70(I) TP25.53 x 15.53x0.25 306.86 31.814 39.000 0.816 0.00 0.000 39.000 0.000 L2 70-34.0833 TP34.02x24.03x0.3125 792A8 36.712 39.000 0.941 0.00 0.000 39.000 0.000 (2) L3 34.0833-0(3) TP41.902.16450.3438 1460.97 37.529 38.914 0.%4 0.00 0.000 38.914 0.000 Pole Shear Design Data Section Elevation Size Actual Actual Allow. Ratio Actual Actual Allow. Ratio No. V f F, J. T f F. f;. ft K ksi ksi F kip ft ksi ksi F. RISATolver Job Page BU#806375 11 of 11 Crown Castle USA Inc. Project Date 20(N)Corporate Drive 15:37:37 12/17/09 Canonsburg,PA 15317 Client Designed by Phone:(724)416-2879 Crown Castle FAX.-(724►416-4879 tstyran Section Elevation Size Actual Actual Allow. Ratio Actual Actual Allow. Ratio No. V f F, f T f F f Jt K ksi ksi F kip-ft ksi ksi F� L I 110-70(l) TP25.53x 15.53x0.25 12.36 0.632 26.000 0.049 0.02 0.001 26.000 0.000 L2 70-34.0833 TP34.02x24.03x0.3125 15.40 0.471 26.000 0.037 0.02 0.000 26.000 0.000 (2) L3 34.0833-0(3) TP41.902.16450.3438 18.93 0.412 26,000 0.032 0.02 0.000 26.000 0.000 Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P fh, f, f. f Stress Stress ft P. fh, FM. F, F„ Ratio Ratio L 1 110-70(1) 0.008 0.816 0.000 0.049 0.000 0.825 1.333 H l-3+VT 6/ v L2 70-34.0833 0.009 0.941 0.000 0.037 0.000 0.950 1.333 H 1 3+VT (/ (2) 1/ L3 34.0833-0(3) 0.010 0,964 0.000 0.032 0.000 0.975 1.333 1-11-3+VT (/ V Section Capacity Table Section Elevation Component Size Critical P SF'Po„o % Pass No ft Type Element K K Capacity Fail LI 110-70 Pole TP25.53x15.53x0.25 1 -6.48 1016.11 61.9 Pass L2 70-34.0833 Pole TP34.02x24.03x0.3125 2 -11.20 1698.94 71.3 Pass L3 34.0833-0 Pole TP41.902.16450.3438 3 -18.49 2385.98 73.1 Pass Summary Pole(U) 73.1 Pass RATING= 73.1 Pass Program Version 5.3.1.0-10/3/2008 File://Ccicusphotos I kad/SA Models-Letters/Work,Area/Mac/806375/806375.eri December 17, 2009 110 Ft Monopole Tower Structural Analysis CCI BU No 806375 Project Number 308725,Application 91527,Revision 1 Page 7 APPENDIX B BASE LEVEL DRAWING RISATower Report-version 5.3.1.0 F� (PROPOSED-IN ADDITION) \ \ (3) 1-5/8- TO 108 FT LEVEL (INSTALLED) 04 01 I I (15) 1-5/8- TO 108 FT LEVEL 03 02 I (RESERVED) (1) 5/16' TO 86 FT LEVEL \ \ (3) 1/4- TO 86 FT LEVEL (3) 5/8- TO 86 FT LEVEL (4) 1/2- TO 86 FT LEVEL (INSTALLED) (11) 7/8- TO 97 FT LEVEL BUSINESS UNIT:806375 TOWER ID:C_BASELEVEL December 17,2009 110 Ft Monopole Tower Structural Analysis CC/BU No 806375 Project Number 308725,Application 91527,Revision 1 Page 8 APPENDIX C ADDITIONAL CALCULATIONS RISATower Report-version 5.3.1.0 FOUNDATION REACTION COMPARISON BU#806375 WO#308725 REACTIONS DESIGN CURRENT % CAPACITY REACTIONS REACTIONS MOMENT ki -ft 1,947.4 1,461.0 75.0% SHEAR(kips) 24.2 19.0 78.5% Design loads from: CCIsites Doc#262106 Although the shear capacity is at 82.6%, the moment reaction is the governing criteria for a monopole drilled pier foundation. Therefore, the overall capacity for this foundation is 77.0%. Stiffened or Unstiffened, Ungrouted, Circular Base Plate -Any Rod Material TIA Rev F Site Data Reactions BU#: 806375 Moment: 1461 ft-kips Site Name: HRT 095 943237 Axial: 19 kips App#: 91527 Rev#1 Shear: 19 kips Pole Manufacturer:1 Other Anchor Rod Data Ilf No stiffeners,Criteria: I A1SC ASD -Only Applcable to Unstiffened Cases Qty: 12 Diam: 2.25 in Rod Material: A615-J Anchor Rod Results Ri id Strength(Fu): 100 ksi Maximum Rod Tension: 115.6 Kips Service,ASD Yield(Fy): 75 ksi Allowable Tension: 195.0 Kips FtyASIF Bolt Circle:1 49.88 lin Anchor Rod Stress Ratio: 59.3% Pass Plate Data Diam: 55.88 in Base Plate Results Flexural Check Rigid Thick: 2.5 in Base Plate Stress: 25.6 ksi Service ASD Grade: 60 ksi Allowable Plate Stress: 60.0 ksi 0.75'F 'ASIF Single-Rod B-eff: 11.23 in Base Plate Stress Ratio: 42.6% Pass Y.L.Length: 27.06 Stiffener Data(Welding at both sides) n/a Config: 0 ' Stiffener Results Weld Type: Both Horizontal Weld n/a Groove Depth: 0.25 in" Vertical Weld: n/a Groove Angle: 45 degrees Plate Flex+Shear,fb/Fb+(fv/Fv)^2: n/a Fillet H.Weld: 0.3125 in Plate Tension+Shear,ft/Ft+(fv/Fv)^2: n/a ille V.Weld: 0.3125 in Plate Comp.(AISC Bracket): n/a Width: 5 in Height: 18 in Pole Results Thick: 0.75 in Pole Punching Shear Check: n/a Notch: 0.5 in Grade: 50 ksi Weld str.: 70 ksi Pole Data Diam: 41.9 in Thick: 0.3438 in o c Grade: 65 ksi #of Sides: 12 "0"IF Round a Fu 80 ksi i Reinf.Fillet Weld 1 0 "0"if None I Stress Increase Factor ° ° ASlF:J 1.333 1 G r, '0=none,1=every bolt,2=every 2 bolts,3=2 per bolt Note:for complete joint penetration groove welds the groove depth must be exactly 1/2 the stiffener thickness for calculation purposes CClplate 1.2-Circular Base F 1.2,Effective October 26,2009 Analysis Date: 12/17/2009 SITE NAME BURNHAM ST CT ECP-CELL# 8 1 37 LATITUDE 41-48-00.36 N LONGITUDE 72-36-56.31 W Ad jitional Comments:Remove Center mounted 850 antenna and Add 3 700 SAVE BUTTON Antennas and 3 Cables. STRUCTURE TYPE MON.ZOLLit 700 Mhz-LTE ANTENNA ADD C; ALPHA B16iA EQUIPMENT TYPE eNodeB eNodeB eNodeB ANTENNA TYPE BXA-70063-6CF-2-750MHZ BXA-70063-6CF-6-750MHZ BXA-7006.3-6CF4-750MHZ QTY OF ANTENNAS PER FACE 1 1 1 ORIENTATION(DEG) 0 150 270 DOWN TILT(MECH/DEG) 2 3 3 RAD CTR (FT AGL) 111 111 ill TMA-QTY/ MODEL DIPLEXER-QTY/ MODEL MCPA BRICKS(QTY) 850 Celluar-Current Config ALPHA BETA GAMMA EQUIPMENT TYPE Modcell 4.0 HD Modcell 4.0 HD Modcell 4.0 HD ANTENNA TYPE DB844F90A-SX_0 DB844F90A-SX_0 DB844F90A-SX_0 QTY OF ANTENNAS PER FACE 2 2 2 ORIENTATION(DEG) 0 150 270 DOWN TILT(MECH/DEG) 0 0 0 RAD CTR (FT AGL) 111 111 111 TMA-QTY/ MODEL DIPLEXER-QTY/ MODEL MCPA BRICKS(QTY) 850 Celluar-Future Config ALPHA BETA GAMMA EQUIPMENT TYPE Modcell 4.0 HD 1\1 odce I l 4.0 11 D Modcell 4.0 1 it) ANTENNA TYPE LPA-80080/4CF LPA-80080/4CF LPA-80063/4CF QTY OF ANTENNAS PER FACE 2 2 ORIENTATION(DEG) 0 150 270 DOWN TILT(MECH/DEG) 2 2 3 RAD CTR (FT AGL) I I 1 111 111 TMA-QTY/ MODEL DIPLEXER-QTY/ MODEL MCPA BRICKS(QTY) 1900 Cellular-Current Config ALPHA BETA GAMMA EQUIPMENT TYPE PCS Modcell 4.0 PCS Modcell 4.0 PCS Modcell 4.0 ANTENNA TYPE 948F85T2E-M_2 948F85172E-M_2 948F85T2E-M_2 QTY OF ANTENNAS PER FACE 2 2 2 ORIENTATION(DEG) 0 150 270 DOWN TILT(MECH/DEG) 0 0 0 RAD CTR (FT AGL) 111 111 111 TMA-QTY/ MODEL DIPLEXER-QTY/ MODEL MCPA BRICKS(QTY) 1900 Cellular-Future Config ALPHA BETA GAMMA EQUIPMENT TYPE 1'C5 X1odcell 4.0 PCS Modcell 4.0 PCS Modcell 4.0 ANTENNA TYPE 948F85T2E-M_2 948F85T2E-M_2 948F85T2E-M_2 QTY OF ANTENNAS PER FACE 2 2 2 ORIENTATION(DEG) 0 150 270 DOWN TILT(MECH/DEG) 0 0 0 RAD CTR (FT AGL) I 111 I 111 I 111 TMA-QTY/ MODEL DIPLEXER-QTY/ MODEL MCPA BRICKS(QTY) NUMBER OF CABLE'S NEEDED ESTIMATED CABLE LENGTH MAINLINE SIZE 1 5/8" ITOTAL#OF MAINLINES 18 MAINLINE FT 150 F�7 R SIZE 1/2" ITOTAL#OF TOP JUMPERS 18 TOP JUMPER (FT) 10 TX/RX FREQUENCIES TX POWER OUTPUT Cellular A-Band PCS F-Band 700 Mhz C-Bloc Cellular(Watts) 20 TX-869-880,890-891.5 MHz TX-1970-1975 TX-746-757 PCS Watts 16 RX-824-835,845-846.5 MHz RX-1890-1895 RX-776-787 LTE(Watts) 40 ALPHA BETA GAMMA Ant. Frey. Func. Color Cox1e Ant. Frey. Func. Color Code Ant. Frey. Func. Color Code Al 8(1() Txl/Rx0 RED A7 8(X) Tx2/Rx0 BLUE A13 800 Tx3/Rx0 GREEN A2 1900 Txl/Rx0 RED/ A8 19(A) Tx2/Rx0 BLUE/WHITE A14 1900 Tx3/Rx0 GREEN/WHITE WHITE A3 700 Txl/Rx0 RED/ A9 700 Tx2/Rx0 BLUE/ORANGE Al 700 Tx3/Rx0 GREEN/ORANGE ORANGE A4 700 Tx4/Rxl RED/RED/ A10 700 Tx 5,,1,\I BLUE/BLUE/ AI, 7oo Tx6/Rxl GREEN/GREEN/ ORANGE ORANGE ORANGE A5 1900 Tx4/Rxl RED/RED/ All 1900 1 v5;1vy1 BLUE/BLUE/ Al- 19(h) I\n-IZ,ti1 GREEN/GREEN/WHITE WHITE WHITE A6 8W Tx4/Rxl RED/RED Al2 800 Tx5/Rxl BLUE/BLUE A18 800 1 Tx6/Rxl GREEN/GREEN RF ENGINEER RF MANAGER INITIALS DATE Prepared By:Alex Restrepo Steve Weatherbee 1AR 11/13/2W9 Site Configuration 0° Al A2 A3 A4 A5 A6 850 PCs LTE Pcs 850 A13 850 850 Al2 A14 PCs PCs (a All 270' A15 90, LTE LTE AlO A16 A9 • A17 Pc5 PCs A8 A 18 850 850 North A7 180° 850 Pcs LTE Pcs 850 2' .. 4' 4' 2' Q I STATE OF CONNECTICUT CONNECTICUT SITING COUNCIL Ten Franklin Square, New Britain, CT 06051 Phone: (860) 827-2935 Fax: (860) 827-2950 •"`' E-Mail: siting.council@ct.gov Internet: ct.gov/csc Daniel F. Caruso Chairman February 24,2010 Kenneth C.Baldwin,Esq. Robinson&Cole LLP 280 Trumbull Street Hartford,CT 06103-3597 RE: EM-VER-132-100125-Cellco Partnership d/b/a Verizon Wireless notice of intent to modify an existing telecommunications facility located at 190 Burnham Street,South Windsor,Connecticut. Dear Attorney Baldwin: The Connecticut Siting Council(Council)hereby acknowledges your notice to modify this existing telecommunications facility,pursuant to Section 16-50j-73 of the Regulations of Connecticut State Agencies. The proposed modifications are to be implemented as specified here and in your notice dated January 25, 2010,including the placement of all necessary equipment and shelters within the tower compound. The modifications are in compliance with the exception criteria in Section 16-50j-72(b)of the Regulations of Connecticut State Agencies as changes to an existing facility site that would not increase tower height,extend the boundaries of the tower site,increase noise levels at the tower site boundary by six decibels,and increase the total radio frequencies electromagnetic radiation power density measured at the tower site boundary to or above the standard adopted by the State Department of Environmental Protection pursuant to General Statutes §22a-162. This facility has also been carefully modeled to ensure that radio frequency emissions are conservatively below State and federal standards applicable to the frequencies now used on this tower. This decision is under the exclusive jurisdiction of the Council. Please be advised that the validity of this action shall expire one year from the date of this letter. Any additional change to this facility will require explicit notice to this agency pursuant to Regulations of Connecticut State Agencies Section 16-50j-73. Such notice shall include all relevant information regarding the proposed change with cumulative worst-case modeling of radio frequency exposure at the closest point of uncontrolled access to the tower base,consistent with Federal Communications Commission,Office of Engineering and Technology,Bulletin 65. Any deviation from this format may result in the Council implementing enforcement proceedings pursuant to General Statutes § 16-50u including,without limitation,imposition of expenses resulting from such failure and of civil penalties in an amount not less than one thousand dollars per day for each day of construction or operation in material violation. Thank or r attention and cooperation. Ve tr urs S. De Ex cutive Director SDP/MP/laf c: The Honorable Matthew Streeter,Mayor,Town of South Windsor Matthew B.Galligan,Town Manager,Town of South Windsor Marcia Banach,Director of Planning,Town of South Windsor Crown Castle USA,Inc. c.E.na,w.veRIzor WWTNosO"2nioswm.maDOc CSC CONNtcrlcur umw cowlca AJ/irmanw Action/Equal Olpar-10,Emldayer 5/21/2021 Town of South Windsor Building Department y 4` SOR-CV~C Building Permit: BLDP-21-51 APPLICANT NAME: Steven Elsbree EMAIL ADDRESS: selsbree@pyramidns.com ADDRESS: 6615 Towpath Road East Syracuse , NY 13057 LOCATION ADDRESS: 190 BURNHAM ST South Windsor CT06074 OWNER: 190 BURNHAM LLC 190 BURNHAM STREET SOUTH WINDSOR CT 06074 DESCRIPTION OF WORK: Removal of CLEARWIRE Equipment from the existing telecommunications facility-leaving mount in place April 8, 2021 BUILDING OFFICIAL DATE SIGNED ' ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT— PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL— - 1/1 CCCROWN 1 Cityplace Dr, Suite 490 Phone: (314) 513-0147 CASTLE Creve Coeur. MO 63141 www.crowncasUe.com October 4,2021 Lb DD (oI Kenneth Rich,Chief Building Official 1540 Sullivan Ave, South Windsor,CT 06074 (860)644-2511 (Via Fedex) RE: Notice of Exempt Modification for Verizon Crown Site ID#806375,Verizon Site ID#468317 190 BURNHAM ST,South Windsor,CT.06074 Latitude: 410 48'0.49"/Longitude:-720 36'57.15" Dear Mr. Rich, Please see the attached application filed with the Connecticut Siting Council. You are being notified pursuant to R.C.S.A. §16-50j-73. Sincerely, T _ .4 Ersilia Davis NETWORK BUILDING+CONSULTING Project Manager 1777 Sentry Parkway W I VEVA 17,Suite 400 Blue Bell, PA 19422 edavis a.nbcllc.com (551)804-0667 cc: Andrew Paterna,Mayor of South Windsor 1540 Sullivan Ave South Windsor,CT 06074 (860)644-2511 (Via Fedex) 190 Burnham LLC, Landowner 190 Burnham Street South Windsor,CT 06074 (Via Fedex) The Foundation for a Wireless World. CrownCastle.com CCROWN 1 Cityplace Dr,Suite 490 Phone: (314) 513-0147 C`I� CASTLE Creve Coeur. MO 63141 www.crowncastle.com October 4,2021 Melanie A. Bachman Executive Director Connecticut Siting Council 10 Franklin Square New Britain,CT 06051 RE: Notice of Exempt Modification for Verizon Crown Site ID#806375,Verizon Site ID#468317 190 BURNHAM ST,South Windsor,CT.06074 Latitude:410 48'0.49"/Longitude:-720 36'S7.15" Dear Ms. Bachman: Verizon currently maintains six(6)antennas at the 109-foot mount and nine(9)antennas at the 108-foot mount on the existing 110-foot Monopole Tower located at. The property is owned by 190 Burnham LLC and the Tower by Crown Castle. Verizon now intends to replace nine(9)existing antennas and add nine(9)antennas. This modification/proposal includes hardware that is both 4G(LTE) and SG capable through remote software configuration and either or both services may be turned on or off at various times. Planned Modifications: Tower: REMOVE AND REPLACE (3)Kathrein-742213 Antennas(REMOVE),(3)Samsung—MT6407-77A Antennas(REPLACE) (3)Kathrein-742213 Antennas(REMOVE)(3)Commscope—NHH-65B-R2B Antennas(REPLACE) (2)Andrew-LNX6514DSAIM Antennas(REMOVE)(2)Commscope-NHHSS-65B-R2B Antennas (REPLACE) (1)CSS—X7C-FRO-660-V-06 Antenna(REMOVE),(1)Commscope- NHHSS-65B-R2B Antenna (REPLACE) (1)OVP Box—RFS-DB-BI-6C12AB-OZ(REMOVE),(1)OVP Box—RAYCAP—RVZDC-6627-PF-48 (REPLACE) (3)Nokia UHBB B 13 Remote Radio heads(REMOVE)(3)Samsung—RFVO1 U-D2A Remote Radio Heads(REPLACE) (3)Nokia UNHID B4 Remote Radio heads(REMOVE)(3)Samsung—RFVOIU-DIA Remote Radio Heads(REPLACE) The Foundation for a Wireless World. CrownCastle.com 1 CCCROWN 1 Cityplace Dr,Suite 490 Phone: (314) 513-0147 CASTLE Creve Coeur.MO 63141 www.cmwncasge.com TO REMAIN (4)Antel—LPA-80080/4CF Antennas (2)Antel—LPA-80083/4CF Antennas INSTALL NEW Install (3)Samsung—CBRS RT4401-48A Remote Radio Head Install (3)Site PR01: RMQP-496-HK Antenna mount Install (1) 6x12 Hybrid Cable The facility was approved by the Connecticut Siting Council in its November 14, 1990 Decision and Order in Docket No. 137. Please accept this letter as notification pursuant to Regulations of Connecticut State Agencies §16-50j-73, for construction that constitutes an exempt modification pursuant to R.C.S.A. §16-50j-72(bx2). In accordance with R.C.S.A. §16-50j-73,a copy of this letter is being sent to Andrew Paterna,Mayor of South Windsor and Kenneth Rich,Chief Building Official.A copy will also be sent to the property owner. 1 The proposed modifications will not result in an increase in the height of the existing tower. 2. The proposed modifications will not require the extension of the site boundary. 3. The proposed modification will not increase noise levels at the facility by six decibels or more, or to levels that exceed state and local criteria. 4. The operation of the replacement antennas will not increase radio frequency emissions at the facility to a level at or above the Federal Communication Commission safety standard. 5.The proposed modifications will not cause a change or alteration in the physical or environmental characteristics of the site. 6.The existing structure and its foundation can support the proposed loading. For the foregoing reasons,Verizon respectfully submits that the proposed modifications to the above- reference telecommunications facility constitutes an exempt modification under R.C.S.A. §16-50j- 72(b)(2). The Foundation for a Wireless World. CrownCastle.com 2 CCROWN 1 Cityplace Dr,Suite 490 Phone: (314) 513-0147 Cv CASTLE Creve Coeur,MO 63141 www.crowncasfle.com rtNcerelX, rsilia Davis NETWORK BUILDING+CONSULTING 777 Sentry Parkway W,VEVA 17, Suite 400 Blue Bell,PA 19422 (551)804-0667 edavis@nbcllc.com cc: Andrew Paterna,Mayor of South Windsor 1540 Sullivan Ave South Windsor,CT 06074 (860)644-2511 (Via Fedex) Kenneth Rich,Chief Building Official 1540 Sullivan Ave, South Windsor,CT 06074 860-644-2511 (Via Fedex) 190 Burnham LLC,Landowner 190 Burnham Street South Windsor,CT 06074 (Via Fedex) The Foundation for a Wireless World. CrownCastle.com 3 Exhibit A Original Facility Approval DOCKET NO. 137 - An application of Metro Mobile Connecticut CTS of Hartford, Inc. , for a Certificate of Environmental Compatibility and Public Need Siting for the construction, maintenance, and operation of cellular facilities in the Towns Council of East Hartford, South Windsor, and Windsor, Connecticut. November 14 , 1990 Decision and Order Pursuant to the foregoing Findings of Fact and Opinion, the Connecticut Siting Council finds that the effects associated with the construction, operation, and maintenance of two cellular telecommunications towers and associated equipment at the proposed Windsor and alternate South Windsor sites including effects on the natural environment; ecological integrity and balance; public health and safety; scenic, historic, and recreational values; forests and parks; air and water purity; and fish and wildlife need not be in conflict either alone or cumulatively with other effects, are not in conflict with the policies of the State concerning such effects, and are not sufficient reason to deny the application, and therefore directs that a Certificate of Environmental Compatability and Public Need (Certificate) , as provided by section 16-50k of the Connecticut General Statutes (CGS) , be issued to Metro Mobile CTS of Hartford, Inc. , for the construction, operation, and maintenance of a cellular telecommunications tower, associated equipment, and building at the proposed Windsor site and alternate South Windsor site. The facilities shall be constructed, operated, and maintained substantially as specified in the Council's record in this matter, and subject to the following conditions: 1. The facilities shall be constructed in accordance with the State of Connecticut Basic Building Code. 2. The self-supporting monopole towers shall be no taller than necessary to provide the proposed communication service and in no event shall the towers exceed a total height of 123 feet above ground level (AGL) at the alternate South Windsor site and 113 feet AGL at the proposed Windsor site, with antennas and appurtenances. 3 . The Certificate holder shall prepare a Development and Management (D&M) Plan, for approval by the Council, for these sites in compliance with sections 16-50j-75 through 16-50j-77 of the Regulations of State Agencies. The D&M plan shall include detailed plans of the towers, tower foundations, soil boring reports, equipment buildings, access roads, security fences, erosion and sedimentation control plans consistent with the Connecticut Guidelines of Soil Erosion and Sedimentation Control, and landscaping plans. Docket 137 Decision & Order Page 2 At the alternate South Windsor site the applicant shall relocate the tower on the eastern half the leased parcel to reduce the amount of properties within the fall zone. All pine trees bordering the alternate South Windsor site shall be flagged and protected from removal during site construction. At the proposed Windsor site the applicant shall plant additional shrubs and trees along the border of the leased parcel facing the playing fields. 4 . The Certificate Holder shall comply with any existing and future radio frequency (RF) standard promulgated by State or federal regulatory agencies. Upon the establishment of any new governmental RF standards, the facilities granted in this Decision and Order shall be brought into compliance with such standards. 5 . The Certificate Holder shall provide the Council a recalculated report of electromagnetic radio frequency power density if and when circumstances in operation cause a change in power densities above the levels originally calculated and provided in the application. 6. The Certificate Holder shall permit public or private entities to share space on the proposed towers for fair consideration, or shall provide any requesting entity with specific legal, technical, environmental, or economic reasons precluding such tower sharing. 7. If the facilities do not initially provide, or permanently cease to provide cellular service following completion of construction, this Decision and Order shall be void, and the tower(s) and all associated equipment shall be dismantled and removed or reapplication for any new use shall be made to the Council before any such new use is made. B. Unless otherwise approved by the Council, this Decision and Order shall be void if all construction authorized herein is not completed within three years of the effective date of this Decision and Order or within three years after all appeals to this Decision and Order have been resolved. Pursuant to Section 16-50p, we hereby direct that a copy of the Findings of Fact, Opinion, and Decision and Order be served on each person listed below, and notice of issuance shall be published in the Hartford Courant and Journal Inquirer. Docket 137 Decision & Order Page 3 By this Decision and Order, the Council disposes of the legal rights, duties, and privileges of each party named or admitted to the proceeding in accordance with section 16-50j-17 of the Regulations of State Agencies. The parties to this proceeding are: (PARTIES) (ITS REPRESENTATIVES) Metro Mobile CTS of Robinson & Cole Hartford, Inc. One Commercial Plaza 20 Alexander Drive Hartford, CT. 06103-3597 P.O. Box 5029 Attn: Earl W. Phillips Wallingford, CT. 06492 Attn: Gary Schulman Town of East Hartford Mr. G. Barry Goodberg Asst. Corp. Counsel Town of East Hartford 740 Main Street East Hartford, CT. 06108 (INTEVENORS) (ITS REPRESENTATIVES) Town of South Windsor Jean E. Zurbrigen Town Manager Town of South Windsor 1540 Sullivan Avenue South Windsor, CT. 06074 SNET Cellular, Inc. Peter J. Tyrrell, Esq. SNET Cellular, Inc. 227 Church Street New Haven, CT 06506 4854E CERTIFICATION The undersigned members of the Connecticut Siting Council hereby certify that they have heard this case in Docket No. 137 or read the record thereof, and that we voted as follows : Dated at New Britain, Connecticut the 14th day of November, 1990. Council Members Vote Cast 0�'�u�7 Yes Gloria Dibble Pond Chairperson Oe Yes Co sioner Peter Boucher Des nee: Mark Marcus Ile . bo�al x) Yes C —nunissio r Leslie Carothers Designee: Brian'Emerick No Harry E. Co ey *6'r Yes Mortimer Gelston �\ '2' mxs"P/'e 4��' Abstain Daniel P. L nch, Absent Paulann H. Sh ets Yes WiAliam H. Smith Absent Colin C. Tait 4864E-2 Exhib it B Property Card Town of South Windsor, CT o_ Property Listing Report Map Block Lot 5-31 Account 15NO190 Property Information Photo Property Location 190 BURNHAM STREET Owner 190 BURNHAM LLC Co-Owner 190 BURNHAM STREET Mailing Address SOUTH WINDSOR CT 06074 , -- Land Use 301 Industrial Land Class I Zoning Code CD Census Tract 4875 Sketch Neighborhood C400 Acreage 1.04 Utilities Lot Setting/Desc I Water Information MDC 860.278.7850 � Trash Day MONDAY Primary Construction Details Year Built 1973 Bedrooms Exterior Walla Concr/Cinder Stories 1.00 Full Bathrooms 12 Interior Walls Minimum Building Style Job Shop Half Bathrooms Heating Type Forced Hot Air Building Use Comm/Ind Bath Style n/a Heating Fuel Gas Building Condition C Kitchen Style n/a AC Type Floors Concrete Roof Style Flat Gross Bldg Area 9692 Total Rooms 0 Roof Cover Tar&Gravel Total Living Area 9538 Rcpurt Crcatcd On 8/12/2021 o _Town of South Windsor, CT Property Listing Report blap Block Lot 5-31 Account 15600190 Valuation Summary (Assessed value=7(r,.of Appraised Value) Outbuilding and Extra Items Item Appraised Assessed Type Description Buildings 349000 244300 Paving 7500.00 S.F. Extras 0 0 Improvements 352900 247000 Outbuildings 3900 2700 Land 266000 186200 Total 618900 433200 Sub Areas Subarea Type Gross Area(sq ft) Living Area(sq ft) First Floor 9538 9538 Canopy 50 0 Loading Platform 104 0 Total Area 9692 9538 Sales History Owner of Record Book/Page Sale Date Sale Price 190 BURNHAM LLC 2374/191 1011/2013 350000 BURNHAM STREET LLC 2159/239 1212712010 0 GLASSMAN ABRAHAM&BEVERLY TRUST 12941 148 2/13/2002 0 Report Created On $112/2021 �•3 A AV- WING T/STEEI. _.. ------ - _ = -_ TOTE ~V ENI i�JG_..{i�l : _ • ( 1 ! ALUM'w►Nnaw FEA)fe• AP12oK; Ft►a�SNEG G�R,oD I 1 ALUM 4 GLA-,s Pooe. 1 4 51 U6 IOZ4Hg � . Sou. T+l F-LEVA\TI QK FRo �iT W, I 'NG fA S to E3e f, Set M T, f3► 114.6e t (TOTAL ) 0 9 121.:0 0 0 + C;v or i t Q '�0 � 1 � N t � �ol i �5 y t Ch 'PO l 00, IF i fo �S 'gO• se .� MS•Su ,A h 0 I e — � w ,.� ` UNDERGROUND STORAGE PG. of sear Deportment eon EPHM-6 NEW 10/85 Q �AC0,16ITY NOTIFICATION 2 UNDERGROUNDS PROGRAM 3. FOR STATE A.SITE I.D. _ J;;j) HAZARDOUS MA T UNIT AGENCY USE ONLY 165 Capitol Aven oe ,CT 06106O FIRST B.DATE RCVD BY D.E.P C.DATE ENTERED la.❑ lo— NOTIFICATION _ TEL. 556-4630 U OR SITE LD. w�...,. •v��• N SUBSEQUENT If checked, PLEASE TYPE.ALL THREE COPIES MUST BE LEGIBLE! A" Fx — GRID COORDINATES E DOES FACILITY MEET NEW REQUIREMENTS? b. ❑ NOTIFICATION enter No.) Refer to INSTRUCTIONS FOR FILING NOTIFICATION before completing form. Y ❑YES ❑NO - — - LOCATION SITE NAM% NO.AND STREET NEAREST INTERSECTING STREET CITY OR TOWN STATE 5.LATITUDE �� t LONGITUDE O t O G- 4. OF FACILITY STATE VE_ND_ING INC. 190 Burnham Street Rt.#5-Ellin tonRd. South Windsoo BUSINESS NAME AND NAME NO AND STREET CITY OR TOWN STATE ZIP CODE TELEPHONE 6. MAILING ADDRESS STATE VENDING INC. 190 Burnham Street South Windsor CT 06074 ( 203 528 ao NAME NO.AND STREET CITY OR TOWN STATE ZIP CODE TELEPHONE 0 7. FACILITYOWNER ABRAAAM GLASSMAN 190 Burnham Street South Windsor 06074 03289-07 00 w 8. TYPE OF OWNER ® PRIVATE ❑ STATE ❑ MUNICIPAL ❑ FEDERAL(G.S.A. No. N OPERATOR/CONTACT NAME NO.AND STREET CITY OR TOWN STATE ZIP CODE TELEPHONE 9. PERSON ABRAHAM GLASSMAN 190 Burnham Street South Windsor CT 06074 03289-07 00 10. I la. 11b. 12o. 12 b. STATUS 13. TYPE OF 14. CONTENTS- 15.CONSTRUCTION 16.PROTECTION 17. INTEGRAL 18 19. FAILURE > DATE CONTENTS MATERIALS a.INT RNAL b. EXTERNAL PIPING SYSTEM TOTAL CHEMICAL NAME OF PRINCIPAL TANK ID. DATE OF z-- p I EST.QUANTITY V Z a. b. DATE OF MONITORING DETERMINATION INSTALLATION `'o CAPACITY Z w TANK SUBSTANCE ° U O o V Z z z _ INSTALLATION u m Z U I LEFT STORED o p p u Q p— p w O >m O Q LL+ LAST d' Q Q u_ ocs� p —p— 4 O SYSTEM CONDUCTED. a� (Gals.) O.� > M O V (not trade name.) �N w�;,,_ w O U �a ~ °C'=_� �o� i OR I/"YES",enter DATE" (Mo.'Yr.) x o w if l (if an 00 O V v _ wg w Z y) 0 USED a-a (Enter C.A.S. No. If known) w w i aE ''~ Q n E ' = REPLACEMENT ,1 w � m Z I (Gals.) w J Lu O F m_w 0`s a Z Z Q O 0 Q O 0- o z a (Specify type and attach results). a: (Mo./Yr.) O w V J w LL m V a V 3 U a ¢ O a (Mo./Yr.) from list 8) If"NO",enter"NO") J X X Heating fuel #2 X X H 5 5/75 U NO Example 5/75 30 5000 lr.Trichloroethane I�h �/ Example 7/60 — 8000 X 8/78 X CAS#79016 X X E 7 7/60 U A-1 6/7;st 15 , 3000 X X X X E 7 6 79 U No U z O U U w I r 20. HAVE YOU ATTACHED SKETCH OF TANKS AND LOCATION? ❑ YES 22.CERTIFICATION: I certify under penalty of low that I have personally 72 L, N TURE 22b DATE SIGNFD examined and am familiar with the information submitted in this and all ottached z 21. COMMENTS: documents and that based on my inquiry of those individuals immediately responsible 5/14/8 7 O for obtaining the information,I believe that the submitted information is true, w`� 1-- accurate and complete.Penalties:any owner who knowingly fails to notify sholl be 22d OFFICIAI TITLF rol owner or authorized Wsubject to a civil penalty not to exceed$10,000 for each tank for which notification 22c.NAME(Type eorr Print) epresentative). ✓s is not given or for which false information is wbmi"e . ABRAHAM GLASSMAN PRESIDENT COPY 2 . SEND TO LOCAL FIRE MARSHAL (Elie 8eq,�qqgs, Inc. /NfEGR/TY/N G/S Brvening Bearings,6= • Dixie Bearkg-%b= • King Healing,k= E o Char-Lyn of GRESEN �P sue• wga p��� E *udonaldson =BRAND=uucs `♦ �i M.o•.uuc. `..� TYRONF FkAdpmw t 4354 W CIO do FLUID POWER GROUP T O W N O F S O U T I I WIND S ( 1000316 BUILDING I PERMIT NUMBER DATE: 07/02/10 ✓�, •:� ,ti t=ram FEE: GIS ID: 15600190 `�y ";; * .+'3jftD1NG DESCRIPTION: MUNIS APPLICATION# 201000811 . ` ',.: ° LOCATION APPLICANT ;AM STREET NAME'. CLEARWIRE LLC. AN ABRAHAM&BEVE] ADDRESS: 1296 BLUEHILLS A� - WOOD RD _:. BLooMFIEI D,CT o . :, TFORD,CT 06117 TO � R DESCRIPTION OF WORK: AD ►B SPECIAL CONDITIONS: - _.. _--. ----•- - -_ p `""�� �` ,t , BY THE BUnDING DF_ 4 - $VPi�! T7i � 5 M \D A AU WORK TO B£ DOIQE 4ti ACCOR��td try' h �,' e ! r CONSTRUCT10Iv TYPE: . },,{w § , o ., BUIL OFFI I OCCUPANCY GROUP: '"` 7rZ/20 i 011:39 AA! THE M e A$OVE p4CLLMF9 A$0.22 PERTI{MISD CT STATE ATM S�c}tAROE �D �rn hn��� ���� April 24, 2021 110 Ft Monopole Tower Structural Analysis CCI BU No 806375 Project Number 150051.001.01, Order 552626, Revision 0 Page 3 1)INTRODUCTION This tower is a 110 ft. Monopole tower designed by Valmont IN January of 1991. 2)ANALYSIS CRITERIA TIA-222 Revision: TIA-222-H Risk Category: II Wind Speed: 125 mph Exposure Category: C Topographic Factor: 1 Ice Thickness: 2 in Wind Speed with Ice: 50 mph Service Wind Speed: 60 mph Table 1 -Proposed Equipment Configuration Center Number Number Feed Mounting Line Antenna of Antenna Model of Feed Line Level (ft) Elevation Antennas Manufacturer Lines Size(in) (ft) i 109.0 2 Antel LPA-80063/4CF i 4 Ante[ LPA-80080/4CF 3 Commscope NHH-656-R213 3 Commscope NHHSS-65B-R2B 104.0 1 Raycap RVZDC-6627-PF-48 7 1-5/8 108.0 1 1-1/2 3 Samsung Telecom. MT6407-77A 3 Samsung Telecom. RFV01U-D1A 3 Samsung Telecom. RFV01 U-D2A 104.0 1 — Platform Mount[LP 715-1] Table 2-Other Considered Equipment Center Number Number Feed Mounting Line of Antenna Antenna Model of Feed Line Level(ft) Elevation Antennas Manufacturer Lines Size(in) (ft) 9 Decibel DB844H90E-XY { 97.0 97.0 2 GPS GPS 12 7/8 { 1 — I Platform Mount[LP 715-1] 3 Argus Tech. LLPX310R 89.0 1 Dragonwave HORIZON COMPACT 1 1/2 � 85.0 3 Samsung Telecom. WIMAX DAP HEAD 3 5/16 1 Dragonwave A-ANT-18G-2-C 3 1/4 j 85.0 1 — Side Arm Mount[SO 101-3] tnxTower Report-version 8.0.9.0 Apn124, 2021 110 Ft Monopole Tower Structural Analysis CCI BU No 806375 Project Number 150051.001.01, Order 552626, Revision 0 Page 4 3)ANALYSIS PROCEDURE Table 3 -Documents Provided Document Reference Source Tower Manufacturer Drawing 262106 CCI Sites Foundation Drawing 262107 CCI Sites Geotech Report 262109 CCI Sites Crown CAD Package Date: 04/14/2021 CCI Sites 3.1) Analysis Method tnxTower(version 8.0.9.0), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. When applicable, Crown Castle has calculated and provided the effective area for panel antennas using approved methods following the intent of the TIA-222 standard. 3.2) Assumptions 1) The tower and structures were maintained in accordance with the-TIA-222 standard. 2) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. This analysis may be affected if any assumptions are not valid or have been made in error. B+T Group should be notified to determine the effect on the structural integrity of the tower. 4)ANALYSIS RESULTS Table 4-Section Capacity (Summary) Section Component Critical SF'P_allow % No. Elevation(ft) Type Size CriticalP(K) (K) Capacity Pass I Fail L1 I 110-70 I Pole TP25.53x15.534.25 I 1 I -9.481 11143.410 I 54.9 I Pass LL22 70-34.083 Pole TP34.02x24.034.313 2 -15.126 1911.770 64.1 Pass L3 34.083-0 Pole TP41.9x32.1644.344 3 -23.888 2690.860 69.7 Pass Summary Pole(1-3) 69.7 Pass -� RATING= 69.7 Pass tnxTower Report-version 8.0.9.0 April24, 2021 110 Ft Monopole Tower Structural Analysis CC/BU No 806375 Project Number 150051.001.01, Order 552626, Revision 0 Page 5 Table 5-Tower Component Stresses vs.Capacity Notes Component Elevation(ft) %Capacity Pass/Fail 1 Anchor Rods Base ( 52.4 Pass 1 Base Plate Base 35.0 Pass 1 Base Foundation Base 64.2 Pass Structure Rating (max from all components)= 69.7% Notes: 1) See additional documentation in"Appendix C—Additional Calculations"for calculations supporting the%capacity consumed. 2) Rating per TIA-222-H Section 15.5. 3) Foundation capacity determined by comparing analysis reactions to original design reactions. 4.1) Recommendations The tower and its foundations have sufficient capacity to carry the proposed load configuration. No modifications are required at this time. tnxTower Report-version 8.0.9.0 Exhibit E Mount Analysis vole r 1 z o n MASER CONSULTING -CONNECTICUT- Maser Consulting Connecticut 2000 Midlantic Drive, Suite 100 Mt. Laurel, NJ 08054 (856)797-0412 peter.albano@colliersengineering.com Replacement Antenna Mount Analysis Report and PMI Requirements Mount Analysis-R SMART Tool Project#: 10060352 Maser Consulting Connecticut Project#: 21777001A April 30, 2021 Site Information Site ID: 468317-VZW/Burham St CT Site Name: Burham St CT Carrier Name: Verizon Wireless Address: 190 Bumham Street South Windsor, Connecticut 06074 Hartford County Latitude: 41.800099° Longitude: -72.6156430 Structure Information Tower Type: 106-ft Monopole Mount Type: 12.50-ft Platform FUZE ID#16231955 Analysis Results Platform: 82.8% Pass 'Contractor PMI Requirements: Included at the end of this MA report Available & Submitted via portal at https.Ilpmi.vzwsmart.com Contractor-Please Review Specific Site PMI Requirements Upon Award Requirements also Noted on Mount Modification Drawings Requirements may also be Noted on A & E drawings Report Prepared By: Erin Towler OCONM fc tiQ°�TAU•l/CGS 32577 o i Replacement Mount Structural Analysis Report April 30,2021 (1) 12.50-ft Platform Site ID: 468317-VZW/Burham St CT Page12 Executive Summary- The objective of this report is to determine the capacity of the antenna support mount at the subject facility for the final wireless telecommunications configuration, per the applicable codes and standards. Any modification listed under Sources of Information was assumed completed and was included in this analysis. This analysis is inclusive of the mount structure only and does not address the structural capacity of the supporting structure. This mounting frame was not analyzed as an anchor attachment point for fall protection. All climbing activities are required to have a fall protection plan completed by a competent person. Sources of Information: Document Type Remarks Radio Frequency Data Sheet(RFDS) Verizon RFDS Site ID:32351Z dated September 2, 2020 Mount Mapping Report Structural Components Site ID: 16231955, dated February 18, 2021 Failing Mount Analysis Report Maser Consulting Connecticut Site ID:21777001A, dated March 26, 2021 Mount Specification Drawings Site Pro 1 Part#RMQP-496-HK Analysis Criteria: Codes and Standards: ANSI/TIA-222-H Wind Parameters: Basic Wind Speed (Ultimate 3-sec. Gust), VuLr: 117 mph Ice Wind Speed (3-sec. Gust): 50 mph Design Ice Thickness: 1.50 in Risk Category: II Exposure Category: C Topographic Category: 1 Topographic Feature Considered: N/A Topographic Method: N/A Ground Elevation Factor, Ke: 0.998 Seismic Parameters: Ss: 0.187 Si: 0.055 Maintenance Parameters: Wind Speed (3-sec. Gust): 30 mph Maintenance Live Load, Lv: 250 Ibs Maintenance Live Load, Lm: 500 Ibs Analysis Software: RISA-3D(V17) Replacement Mount Structural Analysis Report April 30, 2021 (1) 12.50-ft Platform Site ID: 468317-VZW/Burham St CT Page 3 Final Loading Configuration: The following equipment has been considered for the analysis of the mount: Mount Equipment Elevation Elevation Quantity Manufacturer Model Status ft h 109.00 2 Amphenol Ante) LPA-80063-4CF-EDIN-4 Retained 4 Antel LPA-80080/4CF 3 Samsung MT6407-77A 3 Commscope NHH-65B-R2B 104.00 3 Commscope NHHSS-65B-R2BT2 108.00 3 Samsung B2/B66A RRH-BR049 Added 3 Samsung 135/1313 RRH-BR04C 3 Samsung CBRS RRH-RT4401-48A 1 Raycap RVZDC-6627-PF-48 Standard Conditions: 1. All engineering services are performed on the basis that the information provided to Maser Consulting Connecticut and used in this analysis is current and correct. The existing equipment loading has been applied at locations determined from the supplied documentation. Any deviation from the loading locations specified in this report shall be communicated to Maser Consulting Connecticut to verify deviation will not adversely impact the analysis. 2. Mounts are assumed to have been properly fabricated, installed and maintained in good condition, twist free and plumb in accordance with its original design and manufacturer's specifications. Obvious safety and structural issues/deficiencies noticed at the time of the mount mapping and reported in the Mount Mapping Report are assumed to be corrected and documented as part of the PMI process and are not considered in the mount analysis. The mount analysis and the mount mapping are not a condition assessment of the mount. Proper maintenance and condition assessments are still required post analysis. 3. For mount analyses completed from other data sources (including new replacement mounts) and not specifically mapped by Maser Consulting Connecticut, the mounts are assumed to have been properly fabricated, installed and maintained in good condition, twist free and plumb in accordance with its original design and manufacturer's specifications. 4. All member connections are assumed to have been designed to meet or exceed the load carrying capacity of the connected member unless otherwise specified in this report. 5. The mount was checked up to, and including, the bolts that fasten it to the mount collar/attachment and threaded rod connections in collar members if applicable. Local deformation and interaction between the mount collar/attachment and the supporting tower structure are outside the scope of this analysis. 6. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. Maser Consulting Connecticut is not responsible for the conclusion, opinions, and recommendations made by others based on the information supplied. Replacement Mount Structural Analysis Report April 30, 2021 (1) 12.50-ft Platform Site ID: 468317-VZW/Burham St CT PageJ4 7. Structural Steel Grades have been assumed as follows, if applicable, unless otherwise noted in this analysis: o Channel, Solid Round, Angle, Plate ASTM A36(Gr. 36) o HSS (Rectangular) ASTM 500(Gr. B-46) o Pipe ASTM A53(Gr. B-35) o Threaded Rod F1554(Gr. 36) o Bolts ASTM A325 Discrepancies between in-field conditions and the assumptions listed above may render this analysis invalid unless explicitly approved by Maser Consulting Connecticut. Analysis Results: Component Utilization% Pass/Fail Face Horizontal 23.2% Pass Standoff Horizontal 21.4% Pass Platform Crossmember 14.6% Pass Mount Pipe 82.8% Pass Corner Plate 25.2% Pass Grating Support 15.7% Pass Cross Arm Plate 30.1% Pass Support Rail 59.0% Pass Support Rail Corner 77.7% Pass Kicker 11.4% Pass Mount Connection 19.5% Pass Structure Rating—(Controlling Utilization of all Components) 82.8% Recommendation: The proposed mount is SUFFICIENT for the final loading configuration and do not require modifications. ANSI/ASSP rigging plan review services compliant with the requirements of ANSI/TIA 322 are available for a Construction Class IV site or other, if required. Separate review fees will apply. Attachments: 1. Specification Drawings 2. Mount Mapping Report(for reference only) 3. Analysis Calculations 4. Contractor Required Post Installation Inspection(PMI)Report Deliverables 5. Antenna Placement Diagrams 6. TIA Adoption and Wind Speed Usage Letter Exhibit F Power Density/RF Emissions Report Site Name: BURNHAM ST CT Cumulative Power Density Operating Number of ERP Per Distance to Calculated MaximumFraction of Operator Frequency Trans. Trans. Total ERP Target Power Permissible MPE Density Exposure" MHz (watts) watts feet (mW/cm^2) (mW/cm^2 VZW 700 751 4 679 2716 108 0.0084 0.5007 1,67% VZW CDMA 869 2 401 802 108 0.0025 0,5793 0.43% VZW Cellular 869 4 689 2756 108 0.0085 0.5793 1,47% VZW PCs 1980 4 1486 5944 108 0.0183 1.0000 1.83% VZW AWS 2125 4 1652 6608 108 0,0204 1.0000 2.04% VZW CBAND 3730 4 6531 26124 108 0.0805 1.0000 8.05% VZW CBRS 3625 4 12 48 108 0.0001 1.0000 0.01% Total Percentage of Maximum Permissible Exposure -Guidelines adopted by the FCC on August 1, 1996,47 CFR Part 1 based on NCRP Report 86, 1986 and generally on ANSI/IEEE C95.1-1992 "Calculation includes a-10 dB Off Beam Antenna Pattern Adjustment pursuant to Attachments B and C of the Siting Council's November 10,2015 Memorandum for Exempt Modification filings MHz=Megahertz mW/cW2=milliwatts per square centimeter ERP=Effective Radiated Power Absolute worst case maximum values used. r Exhibit D Structural Analysis Report B+T GRP Date: April 24,2021 Jj= B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 (918) 587-4630 Subject. Structural Analysis Report Carrier Designation: Verizon Wireless Co-Locate Site Number: 468317 Site Name: Burnham ST CT Crown Castle Designation: BU Number: 806375 Site Name: HRT 095 943237 JDE Job Number: 644607 Work Order Number: 1953657 Order Number: 552626 Rev. 0 Engineering Firm Designation: B+T Group Project Number: 150051.001.01 Site Data: 190 BURNHAM ST,SOUTH WINDSOR, Hartford County,CT Latitude 410 48'0.49", Longitude-72°36'57.15" 110 Foot-Monopole Tower B+T Group is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above-mentioned tower. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC5: Proposed Equipment Configuration Sufficient Capacity This analysis utilizes an ultimate 3-second gust wind speed of 125 mph as required by the 2018 Connecticut State Building Code. Applicable Standard references and design criteria are listed in Section 2 - Analysis Criteria. Structural analysis prepared by:Angela Ashwood Respectfully submitted by: B+T Engineering, Inc. COA: pec.0001564; Expires: 10/02/2022 ,,y� Nt11 /iI .� T U�lec�\G''I No.23924 14, `Fss/OfIAI. Chad E. Tuttle, P.E. tnxTower Report-version 8.0.9.0 April 24, 2021 110 Ft Monopole Tower Structural Analysis CC/BU No 806375 Project Number 150051.001.01, Order 552626, Revision 0 Page 2 TABLE OF CONTENTS 1)INTRODUCTION 2)ANALYSIS CRITERIA Table 1 -Proposed Equipment Configuration Table 2-Other Considered Equipment 3)ANALYSIS PROCEDURE Table 3-Documents Provided 3.1)Analysis Method 3.2)Assumptions 4)ANALYSIS RESULTS Table 4-Section Capacity(Summary) Table 5—Tower Component Stresses vs. Capacity 4.1) Recommendations 5)APPENDIX A tnxTower Output 6)APPENDIX B Base Level Drawing 7)APPENDIX C Additional Calculations tnxTower Report-version 8.0.9.0 ZO veri nvermizon IS()\\A_SI1iN(:ION\..\I.LFA ROAD BF-D\1IN%FIX NJ 117921 VERIZON SITE NUMBER: 323512 BUSINESS UNIT #: 806375 CROWN 190 BURNHAM ST VERIZON SITE NAME: BURNHAM ST CT SITE ADDRESS: SOUTH WINDSOR,CT 06074 CC CASTLE SITE TYPE: MONOPOLE COUNTY: HARTFORD 12lNlM'\CAR %Lkl7iLRB1.\l>,tiL1rr2(u) TOWER HEIGHT: 110'-0" JURISDICTION: TOWN OF SOUTH Tectonic i VERIZON RRH UPGRADE FUZE ID 16231955 WINDSOR .�.- . SITE INFORMATION DRAWING INDEX LOCATION MAP ROWNCASME USA INC. IIRIa)5943217 SIII.ISI SIIFE:rUFa:Rlrllo\ *b 8,p, ,dg- \'ERIZON SITE NUMBER: I I:NAME. � QFairways Mini Golf 323512 T-1 lI CLF.Sf 11:1 I rr.\nDRr_�e: 190 BURxI JAM ST i� 8sttinq end tce Cream SOUllI UINDSORCT06074 1-2 GENERALWTFS a;T CA 'Sill;PLAN BL' #: 806375 )L\ !L n-: \RTEOI(n HRT 095 943237 C-2 TO1CtiR 1i1.13.1"LION&,l\'CENN--\PI_\\S ,RF-A OF CONSIRUC.IION: LXISIING C-3 rQUIP\IF.\I SCHEDULES , \II'I'UDL: 41.48'0.49"N C4 EQUIP\[E\l DrT 411_S 190 BURNHAM ST )NGITUDF: 72'36 57.15" Cs LQUIP\IENT DETAIIS [tetwI ��s SOUTH WINDSOR,CT 06074 V 1/LONG'n'PE. N-AD83 ©a��h c*! 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U.1.WORK SHALL BF.PERFORMEI)AND\1311?Ri U S INSLU.1-f:D IN \CCORD-\NCE RTHi WIREITSS FACILi'!1. rNF'.fl'RRFiN 1'I:Dt'li(,NS OP 11 It FOLLO\\'1NG CODES\S UX)Pl-FD BY 11 It::LOC\r. \� Q ,•'�� E1. �(/�•• �G GOVERNING AUTI IORI 11".NO'll UNG IN'll IFSF PI.A-NS IS 10 BI:CONSTRUED 10 PIR\BT I OV 1:,R SCOPE-OF WORK: PROJECT TEAM \I ORK NOTCONFORMBNG'1O THLSF(:ODES: .RI(\IO\l'.(9)ANTF.NN\S 7i CODE 1 VIIE (.OD,. •RI.-VOVI.i6)RRlls BUILDING 2018 CI SRC •RI-\IOVF.(1)6CKT OVP = * 17: A&I:FIRM; 11:C1'ONIC L•\GI\FF:RING D ME(HANICAL 2111A(A SBC; •INSTALL(3)\IOUNT = __ CONTRACTOR PMI REQUIREMENTS ) = PEN.0025406 SL'RVI:1'ING CONSL'1.1'.\\IS P.C. `< F:L.LCIRIU..U. 2017\Et. •IN51'AIJ.(9 \.N-17.\\AS 1279 ROUTE 3(N) •INSTALL(9)RRH, '� ,•�Q` Nl:\\BLRGII,\1'125541P\II ACCFSSED A-1 http,://pmi.\� mart corn KI:FFRI:\CE D(X UM:NTS: •INS AI 1.(1)k121FBRID CABLE PHONE: (845)567-6656 SIRL'ChL'R.\l..\\.\L1'SI5: •INSI'ALL(1)12CICIO\-P �i�OiC�. •.CENS�•' SM ART"1 OOL VENDOR a(A\N CASILF. 1200 MACAR-11IUR BL\b,SUTI F.21R) PROJECT NUMBER TRD DAI"ED: - \INC.DISTRICT' MlM'AH,,\'1 07430 \zkX LOCATION CODE.(PSI C) 4G8317 \IOL'`7:LV.U.YSIS: \l.\SpR CO\til la'L\G!\fOl!\'f RLPL.\Ch\(1•:\ll GROUND \ONFu OPF.of U'URh: ON I VA": DXIID: 0-1/30/2021 - PRO)1;C1�VLVN.A(.;E:R --- R19)S REVISION:ED 0 0 /0/z/ `�• PMII.\ND RLQI'IRI:\Ii:N'IS USEMBEDDEDEMBEDDED IN\ 1)k(<)l\l D:TE: : 07/21,21 --- -CUNSIRUCIION MAN\GhR ANALYSIS RE.POR'f .--- REVI:R ID: 55262(, I 1.1 IOI..+nt 1r)I.+W I�rR�NF REVISION: n hLESS n11,5 ART'Ar 71N1.I NDLR11IF DIRECT ION (1}1I.ITNS}.1 1'Po rFl-. Itl�.\I.I:.v1:IV}'.I'-.R. LRFZON ---- MOUNT MODIFICATION REQUIRED Y CONI ACC1`: _.. r"an-I VzW APPROVED SMART EIT VENDORS <,\t l'_kiL NOIE SHEET NUMBER: REVISION: 8)xr,) 4455 .A\-D n\t p IlIE SHL 1OL MUS1 C O\.I-:\CI REFER TY)\lOL'N7-M ODBlCA'ITON DRAWINGS PAGE FOR ' (u wr)RKIM INY� 1 HE CROA N\OC Al(A1x))788-7011&CKO\\:\CONS I RUCI ION T- 1 z1\'SMAR1 LIT.\PI'ROM-E:U\'FNDORS .\A IORI NOf DIGI \LANGER1 CROWN CASTLE USA INC. SITE ACTIVITY REQUIREMENTS, GENERAL NOTES: ELECTRICAL INSTALLATION NOTES: 1. NOTICE TO PROCEED- NO WORK SHALL COMMENCE PRIOR TO CROWN CASTLE USA INC. WRITTEN NOTICE 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: TO PROCEED (NIP AND THE ISSUANCE OF A PURCHASE ORDER, PRIOR TO ACCESSING ENTERING THE CONTRACTOR: GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE m / CARRIER: VERIION FEDERAL STATE, A LOCAL CODES/ORDINANCES. �erizom SITE YOU MUST CONTACT THE CROWN CASTLE USA INC. NOC AT 800-788-70I1 Nk THE CROWN CASTLE TOWER OWNER: CROWN CASTLE USA INC. 2 CONDUIT ROUTINGSS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT 15 NOT BLOCKED USA INC. CONSTRUCTION MANAGER. 2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS PROFESSIONAL CARE AND COMPLETENESS NORMALLY AND TRIP HAZARDS ARE ELIMINATED. 2. 'LOOK UP' - CROWN CASTLE USA INC. SAFETY CLIMB REQUIREMENT: EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCATTES. IT IS 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS R THE NEC. THE INTEGRITY R THE SAFETY CUMB AND ALL COMPONENTS OF THE CUMBING FACILITY SHALL BE ASSUMED THAT THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/R WOWPEOPLE 4, ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REWIRED BY THE NEC. CONSIDERED WRING ALL STAGES OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION, MOUNT WHO HAVE A WORKING KNOWLEDGE OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY 4.1. ALL EQUIPMENT SHALL BEM THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL,AND SHALL CONFORM TO 180\1 LAST LING 10\\ALLI-1 Ill(I\U REINFORCEMENTS,AND/OR EQUIPMENT INSTALLATIONS SHALL NOT COMPROMISE THE INTEGRITY OR ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN REQUIREMENT OF THE NATIONAL ELECTRICAL CODE. BLD\IINSII.R,Aj(17921 FUNCTIONAL USE OF THE SAFETY CUMB OR ANY COMPONENTS OF ME CLIMBING FACILITY ON THE ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR 4.2, ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE UMITED TO PINCHING OF THE WIRE ROPE, BENDING OF MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 22,000 AC MINIMUM. VERYIFY AVAILABLE SHORT CIRCUIT CURRENT DOES THE WIRE ROPE FROM ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH 3, THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF NOT EXCEED THE RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC R THE MOST CURRENT MAY CAUSE FRICTIONAL WEAR, IMPACT TO THE ANCHORAGE POINTS IN ANY WAY, R TO IMPEDE/BLOCK ITS CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, ADOPTED CODE PRE THE GOVERNING JURISDICTION. INTENDED USE. ANY COMPROMISED SAFETY CLIMB, INCLUDING EXISTING CONDITIONS MUST BE TAGGED OUT TECHNIQUES, SEQUENCES, AND PROCEDURES. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY FOR 5. EACH END OF EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR, AND TELCO CONDUCTOR OR CABLE SHALL BE CROWN AND REPORTED TO YOUR CROWN CASTLE USA INC. POD OR CALL THE NOC TO GENERATE A SAFETY CLIMB PROTECTION OF LIFE AND PROPERTY DURING CONSTRUCTION, SUCH MEASURES SHALL INCLUDE.BUT NOT BE UMITED LABELED WITH COLOR--CODED INSULATION OR ELECTRICAL TAPE(3M BRAND. 1/2-PLASTIC ELECTRICAL TAPE WITH UNMAINTENANCE AND CONTRACTOR NOTICE TICKET. T0, BRACING, FORMWORK, SHORING, ETC. SITE VISITS BY THE ENGINEER OR HIS REPRESENTATIVE WILL NOT INCLUDE PROTECTION. OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA. INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL OBSERVATION OF THE FINISHED STRUCTURE ONLY. 6, ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE. PHASE CASTLE THIS INCLUDES, BUT IS NOT LIMITED TO, BUILDING, ELECTRICAL. MECHANICAL, FIRE. FLOOD ZONE. 3. PRIOR THE START OF CONSTRUCTION,ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED. 4. NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (i.e. PANEL BOARD AND C DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, ENVIRONMENTAL, AND ZONING. AFTER ONSfTE ACTIVITIES CONSTRUCTION ARE COMPLETED, ALL CIRCUIT ID's). INIU\I.Af,.1R'flll'R fSl.\'i),til'I-1T:2(NI PEMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING TO LOCAL JURISDICTIONAL- 7 AS PROVIDED FOR IN THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PUNS. DETAILS, REQUIREDR 7 PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. REQUIREMENTS. GENERAL NOTES,AND SPECIFICATIONS, THE GREATER, MORE STRICT REQUIREMENTS, SHALL GOVERN. OF FURTHER 8. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. MAIM All1,N 0743D CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF RECORD. J 4. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING 5. SUBSTANTIAL EFFORT RAS BEEN AIDE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO 9' ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR (/14 ORLARGER) PLANS, CLIMBING PLANS, AND RESCUE PUNS SHALL BE THE RESPONSIBILITY OF THE GENERAL WITH TYPE THHW, T1NWN, THWN-2. XHHW, XHHW-2, THW, THW-2, RHW,OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. ASSIST IN THE FABRICATION AND/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT IT IS THE SOLE RESPONSIBILITY CONTRACTOR RESPONSIBLE FOR ME EXECUTION OF THE WORK CONTAINED HEREIN, AND SHALL MEET OF THE CONTRACTOR TO FIELD VERIFY THE DIMENSIONS, MEASUREMENTS. AND/OR CLEARANCES SHOWN IN THE 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (/6 OR LARGER)WITH ANSI/ASSE A10,48 (LATEST EDITION); FEDERAL, STATE. AND LOCAL REGULATIONS; AND ANY APPLICABLE CONSTRUCTION DRAWINGS PRIOR TO FABRICATION DIMENSIONS, CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION EDIT ACTIVITIES BEING PERFORMED. ALL 11. POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI-CONDUCTOR, TYPE SOON CORD (/14 OR LARGER) UNLESS Tectonic IF IT IS DETERMINED THAT THERE ARE DISCREPANCIES OR AND/OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE RIGGING PLANS SHALL ADHERE TO ANSI/ASSE A10.48 (LATEST EDITION)AND CROWN CASTLE USA INC. OTHERWISE SPECIFIED. ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS POSSIBLE. STANDARD C NSTRU-ON, T INCLUDING THE P REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR 6. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILARIZE WITH THE 12. POWER AND CONTROL WIRING FOR USE I/ CABLE TRAY SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE (/14 OR LINGER),WITH CLASS IV CONSTRUCTION, TO CERTIFY THE SUPPORTING STRUCTURE(S) IN ACCORDANCE WITH ANSI/TtA-322 EXISTING CONDITIONS AND 70 CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. � �•�vm* p,�,r IA (LATEST EDITION). DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CROWN CASTLE. 13. ALL POWER AND ROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND o n �.A AA.0¢�wPAL 5. ALL.SITE WORK TO COMPLY WITH QAS-STD-IOG68 'INSTALLATION STANDARDS FOR CONSTRUCTION 7, ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, BETS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75' C (90- C IF AVAILABLE). MAreel,A1�,Ir ACTIVITIES ON CROWN CASTLE USA INC. TOWER SITE,*CED-STD-10294 *STANDARD FOR INSTALLATION OF REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA UL ANSI/IEEE MOUNTS AND APPURTENANCES,'AND LATEST VERSION OF ANSI/TIA-1019-A-2012 -STANDARD FOR ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE AND NEC. INSTALLATION, ALTERATION,AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS.' OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY 15, ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT(IMC), OR RIGID METAL CONDUIT(RMC) SHALL BE USED FOR 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. EXPOSED INDOOR LOCATIONS. SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL 8Y CROWN CASTLE USA INC. PRIOR TO 8. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS. EQUIPMENT, APPURTENANCES AND 16. ELECTRICAL METALLIC TUBING (EMT) OR METAL-CLAD CABLE(MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. PROCEEDING WITH ANY SUCH CHANGE OF INSTALLATION. LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90e AND ALL APPROVED ABOVE 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPUCA13LE 9. THE CONTRACTOR SHALL INSTAL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S GRADE PVC CONDUIT. CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 18, UOUID-TIGHT FLEXIBLE METALLIC CONDUIT(UQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC 10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL OCCURS OR FLEXIBILITY IS NEEDED. �'ERIZC)N SITE NUMBER: REGARDING THE PERFORMANCE OF THE WORK. Al WORK CARRIED OUT SHALL COMPLY WITH PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CARRIER AND CROWN CASTLE PRIOR TO PROCEEDING 19, CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED. SET ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, WITH ANY SUCH CHANGE OF INSTALLATION. SCREW FITTINGS ARE NOT ACCEPTABLE. 32351E ORDINANCES AND APPLICABLE REGULATIONS. 11. CONTRACTOR IS TO PERFORM A SITE INVESTIGATION AND IS TO DETERMINE THE BEST ROUTING OF ALL CONDUITS FOR 20, CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL ANSI/IEEE AND POWER, AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN THE POWER, TELCO, AND GROUNDING PLAN THE NEC. 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S DRAWINGS, 21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE- 12. THE CONTRACTOR SKAUI PROTECT EXISTING IMPROEME IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES, ANY (WIREMOO SPECMATE WIREWAY). BLS #:806375 9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF CROWN CASTLE USA INC. 22 SLOTTED WIRING DUCT SMALL BE PVC AND INCLUDE COVER {PANDUIT TYPE E OR EQUAL). 10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISP(1SE OF ALL SCRAP MATERIALS .LS SUCH AS COAXIAL CABLES AND WORK SHALL BE PROTECTED AT ALL TIMES AND WHERE REQUIRED 23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED STRAPS AND HANGERS. EXPLOSIVE HRT 095 943237 , UIRED FOR THE PROPER EXECUTION OF THE OTHER ITEMS REMOVED FROM THE EXISTING FACILITY.ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DEVICES (i.e. POWDER-ACTUATED) FOR ATTACHING MANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE WORK, SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE DESIGNATED LOCATION, LINES OF THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAM CONDITION.TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON I4 DIRECTION TO ROUTE AROUND OBSTACLES SMALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SMALL BE INSTALLED IN PROVIDE SAFETY TRAINING FOR THE WORKING RI CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL A DAILY BASIS. A NEAT AND WORKMANLIKE MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEIUNG LINES. ALL CONDUIT 190 BUR\H_'LNI tiT PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY'0) TRENCHING AND E%CAVATION E) SMALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO 11. ALL SITE CONSTRUCTOR SAFETY PROCEDURES. PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED SOUTH WINDSOR,CT 06074 FIC WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND PROJECT MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON OCKNUT ON OUTSIDE AND INSIDE, SPECIFICATIONS. LATEST APPROVED REVISION. CONCRETt _FOUNDATIONS. AND REINFORCING ST 24. EDAPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET 12. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH AT STEEL. SHALL MEET OR EXCEED UL 50 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND NEMA 3R (OR THE COMPLETION OF THE WORK. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER BETTER) FOR EXTERIOR LOCATIONS. REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301.ACT 318,ACI 336.ASTM A184, SSTMI A185 AND 25. METAL RECEPTACLE. SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED OR NON-CORRODING; SHALL MEET R 13. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST-N-PLACE CONCRETE. EXCEED UL 514A AND NEMA OS 1 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED I NISTNG 110'-0"NIONOP()I,I EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED R OTHERWISE DISCONTINUED 2, UNLESS NOTED OTHERWISE, SOIL BEARING PRESSURE USED FOR DESIGN OF SUBS AND FOUNDATIONS IS ASSUMED (WP R BETTER) FOR EXTERIOR LOCATIONS. AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL TO BE 1000 psT. 28. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET R EXCEED NEMA OS 2 (NEWEST REVISION)AND BE RATED OF CONTRACTOR, TOWER OWNER, CROWN CASTLE USA INC., AND/OR LOCAL UTILITIES. 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (FC) OF 3000 Pei AT 28 DAYS, UNLESS NOTED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED(WP OR BETTER) FOR EXTERIOR LOCATIONS. 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR OTHERWISE. NO MORE THAN 90 MINUTES SHALL ELAPSE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS 27. THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR CROWN CASTLE USA INC. SITE SO4AGE REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF APPROVED BY THE ENGINEER OF RECORD. TEMPERATURE OF CONCRETE SHALL NOT EXCEED 90'F AT TIME OF BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. EQUIPMENT, ROOMS, AND SHELTERS. PLACEMENT. 28, THE CONTRACTOR SMALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT 4. CONCRETE EXPOSED TO FREEZE-THAW CYCLES SWILL CONTAIN AR ENTRAINING ADMIXTURES. AMOUNT OF AIR WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. ISSUED FOR: AND TOWER AREAS. ENTRAINMENT TO BE BASED ON SIZE R AGGREGATE AND F3 CUSS EXPOSURE(VERY SEVERE). CEMENT USED TO BE 29, INSTALL LAMICOID LABEL ON THE METER CENTER 70 SHOW VERIZON'. 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED TYPE 11 PORTLAND CEMENT WITH A MAXIMUM WATER-TO-CEMENT RATIO(W/C)OF 0.45. 30. AL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO RAVE A METERED MULE TAPE PULL CORD INSTALLED. 'tlI DATE DRWN DFSI'Rlrn,)N DES.;Q SURFACE APPLICATION. 5. ALL STEEL REINFORCING SHWA CONFORM TO ASTM A615.ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM \ 08/3-1121 YM PRELIMIN.+R1 --- 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, A185. AL SPLICES SHALL BE CLASS"B"TENSION SPLICES. UNLESS NOTED OTHERWISE. ALL HOOKS SHALL BE �NDU�TJR CC;LOR CO=e STANDARD 90 DEGREE HOOKS, UNLESS NOTED OTHERWISE. YIELD STRENGTH(Fy)R STANDARD DEFORMED BARS ARE IOUIIIV21 t'YI Fl+R CONs7RI!,110) EQUIPMENT OR DRIVEWAY, SHALL BE GRADED 70 A UNIFORM SLOPE,AND STABILIZED TO PREVENT - EROSION AS SPECIFIED ON THE CONSTRUCTION DRAWINGS AND/OR PROJECT SPECIFICATIONS. AS FOLLOWS: - v CONC jr-OF' COLOR 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL /4 BARS AND SMALLER,........................................................­.­...................40 kai A PHASE BLACK - - MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDEUNES /5 BARS AND LARGER............................... .............. ........60 kei FOR EROSION AND SEDIMENT CONTROL. 6. THE FOLLOWING MINIMUM CONCRETE COVEN SMALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE 120/24CV 10 B PHASE RED APWA UNIFORM COLOR CODE: 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND ON NEUTRAL WHITE STRUCTURES, ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SA71SFACTION CONDRAWINGS CRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH.......................3' GROUND GREEN CONCRETE EXPOSED TO EARTH OR WEATHER: OF OWNER. Wl1IE PROPOSED EXCAVATION 20, CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL /6 BARS AND LARGER....................................................................................2' A PHASE BLACK CABLES AND OTHER M34S REMOVED FROM THE EXISTING FACILITY.ANTENNAS REMOVED SHALL BE /5 BARS AND SMALLER..........................................................................1-1/2' B PHASE RED -TEMPORARY SURVEY MARKINGS TO THE OWNER'S DESIGNATED LOCATION. CONCRETE NOT EXPOSED TO EARTH OR WEATHER: 120/208V, 30 C PHASE BLUE21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED SLAB AND WALLS.........................................................................................3/4' NEUTRAL WHITE ELECTRIC POWER UNES. CABLES. FROM SITE ON A DAILY BASIS. BEAMS AND COLUMNS.............................................................................1-1/2' _CONDUIT. AND LIGHTING CABLES 22, NO FILL R EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW 7. A TOOLED EDGE OR A 3/4-CHAMFER STALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE UNLESS NOTED GROUND GREEN I GAS, OIL• STEAM, PETROLEUM, R OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. OTHERWISE. IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. A PHASE BROWN GASEOUS MATERIALS B PHASE 277/480V, 30 C PHASE ORANCYEOLOW PURPLE ®CABLES,ORCOMMUNICATICONDUU AND ARM RTRAFFIC LOOPS F LCONNF7j`7///i GREENFIELD GROUNDING NOTES: NEUTRAL GREY -POTABLE WATER LTT 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND M POWER CES'S) SHALL BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN GROUND_ GREEN -RECWMED WATER, IRRIGATION, AND 1\` Q��•'\O•A •G��./CG/� ACCORDANCE WITH THE NEC. DC VOLTAGE (PCs ±) BIA.CK•• SLURRY LINES •O ��. 2. THE CONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR GROUND ELECTRODE SYSTEMS,THE CONTRACTOR SHALL FURNISH AND INSTAL SUPPLEMENTAL GROUND . SEE NEC 210.5(C)(i)AND (2) _SEWERS AND DRAIN LINES _ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. 3, THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE "POLARITY MARKED AT TERMINATION TESTING RESULTS. 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH UMTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH /6 COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT ABBREVIATIONS CLAMPS PEN.0025406 5. METAL RACEWAY SHALL NOT BE USED UI THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED �O•. WITH THE POWER CIRCUITS TO BR EQUIPMENT. ANT ANTENNA •!'� 6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, /6 STRANDED COPPER OR LARGER FOR INDOOR BTS; /2 BARE SOLID TINNED (E) FACILITY INTERFACE FRAME 'i Oi�••</CEN S�O••�v�\`` COPPER FOR OUTDOOR BTS. i 7. CONNNG ECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE 510E OF THE GROUND BUS ARE PERMITTED. CEN GENERATOR ONAI.`` %\9. ALUMINUMEXTERIOR GROUNDDUCTOR BETWEENCOPPE LAD STEEL CONDUCTR EQUIPMENT/GROUNDALL ARSNOT BUSED FOR GROUNDING CONNECTIONS.SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. GSM GLOBAL SYSTEM POSITIONING FR MOBILE /,/VV/V u� '0`\\\\ 10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AV04DED WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED. LTE LONG TERM EVOLUTION 7Y711MIIIIIIIIILAA\\ 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. MGB MASTER GROUND BAR 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. MW MICROWAVE 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. (N) NEW 14, ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. NEC NATIONAL ELECTRIC CODE U J L 15. APPROVED ANTIOXIDANT COATINGS(i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. (P) PROPOSED 16. ALL EXTERIOR ROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. PP POWER PLANT IT 15 I,A10IAThI\nL 1.\a F()R YNY IIVK,IN, 17, MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. OTT QUANTITY -NLESS 111EO.ARE ACTINU1:NDEIt THE DIRECTION 18. BOND ALL METALLIC OBJECTS WITHIN 6 Yt OF MAN GROUND RING WITH 1 RECT RECTIFIER I IF A LD'ENSFD FRI.IFI N ION\I.I°.NCINEI%R. O /2 BARE SOLID TINNED COPPER GROUND CONDUCTOR. REIS RADIO BASE STATION 1cI dL7ER THIS Ixki�.� �l 19. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND LIGHTNING PROTECTIONRREQUIRED SYSTEMS SHALL NOT O ROUTED THROUGH REQUIREMENTS OBJECTS THAT FORMA RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS. RET REMOTE ELECTRIC TILT METAL SUPPORT CUPS OR SLEEVES THROUGH WALLS E BOORS. WHEN IT 5 REQUIRED TO BE BY LOCAL IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL TO EACH NON-METAWT MATERIAL SUCH AS PVC CONDUIT SHALL BE RFDS RADIO FREQUENCY DATA SHEET USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (AB NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND METALUC. SMALL BE BONITO TO EACH END OF THE META.CONDUIT. RRH REMOTE RADIO HEAD SHEET NUMBER: REVISION: 21 ALL GROUNDS THAT TRANSITION FROM BELOW USTGRADE TO ABOVE GRADE MUST BE /2 BARE SOLID TINNED COPPER IN 3/4"NON TAIL ANC. FLEXIBLE CONDUIT FROM 24'BELOW GRADE TO WITHIN 3'TO 6'OF CAD-WED TERMINATION RRU REMOTE RADIO UNIT POINT. THE EXPOSED END OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD AIDE. THE CO GROUND STANDARD DETAIL AS WELL). SHAD SMART INTEGRATED DEVICE 21. BUIOIN,S WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED 70 BE ROUTED TO GRADE. THE CONTRACTOR SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS,AND WATER TOWERS GROUNDING RING, TO TMA TOWER MOUNTED AMPLIFIER T-2 THE EXISTING GROUNDING SYSTEM. THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, TYP TYPICAL LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY). UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM W.P. WORK POINT lisvirerizonv 11...U.\SI IIN' ION\-.11J.I.l Ito 1l) BI.I)\IINti l l.R,NJ 07921 CCCROWN CASTLE 12UU N1 U:\RIlIUR Bl.\l),IsUl lC 2w f 1I N1'U 1,\j 074 iU TectoniP PAL (E) FENCEw�r.oe 1O,^7'i � x..r.N wr urs w—P•4 xerx 1 � x x x x x x x x x x x------ x „ x „ VERIZON SITE NUMBER: 323512 x \'� BU#:806375 x (E)SHELTER HRT 095 943237 t ~'' q'3 190 BURNIIANI ST (E)VERIZON 14'-O'x4O'-0• ;�=;:f•, + SOUTH�C'INDSOR,CT 0007-i t - x SHELTER (E)VERIZON FEEDLINE 10 BE REl10Vm' (1)HYBRID CABLES(1-5/87 ICE BRIDGE EXISTING 110'-0"MONOPOLE x / � •1 M ' !,�• ISSUED FOR: (E)VERIZON FEEDL)NES �� ^^=.r•',.. (E) 110'-0•MONOPOLE - x (6)COAX CABLES (1-S/6� \\\ .t, 1�';e%:j;�, FOUNDATION RFC n,ii Uau� nIU-RIP11 Uls/�' {•.,' f_. Zr M1` 1 11Mi Vi±1 t'\f PRI LIUI\lR1 ' (E) UTLM FRAME + '' '� ire P�'±, FBI r1 R 1 c a rxr��nu\ NEW VERIZON FEEDLINE '�,"�•; ..'•.•• (1)HYBRID CAME 1-1/21(1244) 's•, (E) GPS .S tip j:.. ANTENNA -i�• (E) 110'-0•MONOPOLE (E)GENERATOR J •'•� 'r�•� \\ `--(E)UTIM PEDESTAL `—(E) CABINET `( ICE BRIDGE (BY OTHERS) x \\\\1111111111rrrr��, x x x --1—x x x x x x x x -, x x OF CONNF ''%.. Q:'•�p•A'•GU9�,/cG r «: 11'-0•t 1/'-0•t 29'-6•t 10'-3't 7'-0•! ' (GAT ' PEN.0025406 CC-` NAl- 0�/10/ZI 11 IS\\h 11.\n11\Or I\R 1[1x\\Y PI R.IN. �SITE PLAN ,NLI ss nu 1-\Rm.Val\c,l wl x mI nnu t1UJ. 7 c 11-1111 f.\1I n PR1 11•i.�11,11\I 1 V14N I I.R, 1 SCALE: ,/4•-,'-o.(wu slzq lu LLTI-xnuslx>Lrw:%T SHEETNUMBER: REVISION: C-1 I A ANTENN TO BE (E)ANTENNA TO BE RELOCATED- (E) REMOVED - ANTEL-LPA-80080/4CF r-(E)ANTENNA TO REMAIN ANDREW- UO(-65140S-AIM j ANTEL-LPA-80080/4CF (2 TOTAL ALPHA! BETA) (ALPHA) % (4 TOTAL, ON ALPHA 4 BETA) (E)ANTENNA TO BE R � ( O AZIMUTH 742213 ���'�O� KATHREIN - 742213 Al \ � A,T µ ,� (6 TOTAL. 2 PER SECTOR) 1811 N ASI ll\CIU\ RRH \11.L % ROAD D,MOBI.DMINgI;R.\I117921NOKM-UIBBSJ (3 TOTAL. I PER SECTOR) r TOP OF MONOPOLE CROWN „0'-0• ---- (GAMMA) �,� j<-. ! , / , RRH TO BE REMOVED 27D• AZIMUTH �,\ �.,�' '� (NOOIOA-UHIO 84 RRH CC CASTLE \ (3 TOTAL 1 PER SECTOR) 12(N).\LACA R"1'I IC R BI A 1).SC 111.21N) M AI M VI I,NI U7430 A EXISTING VERIZON ACL ELEV. 109'-0' a NEW VERIZON ACL C4 \ � / (BETA 120'AZ M)UTH 82 106� (E)ANTENNA TO BE RELOCATED / / � Tectonil p _ EXISTING VERRON MCL �, • ELEV. 104'-0' ANTEL-LPA-80063/4CF (2 TOTAL, ON GAMMA) (E) 110'-0•MONOPOLE 6~ • � NEW VERIZON EQUIPMENT( 3)COMMSCOPE - NHH-658-RUB ANTENNAS (3) COIIItSCOPE - NHHSS-658-R28 ANTENNAS (3) SAMSUNG - MT6407-77A ANTENNAS (3) SAMSUNG - RFVOtU-D1A RRH �(E)ANTENNA TO BE RELOCATED 3) SAMSUNG - RFVOIU-02A RRH it --(E)VERIZON EQUIPMENT TO REMAIN -�� ANTEL-LPA-800BO/wF it (4)ANTEL - LPA-80050/4CF ANTENNAS (E) OVP BOX 8 BE I2ABREMO-OD (BETA) (J)SCOPE G -SMNTCeft SBS-1 2 M UNTRRH RFS - DB-B1-6C12AB-oz (3)COWSCOPE - BASMNT-SBS-T-2 MOUNT it (2)ANTEL - LPA-80063-wF ANTENNAS „Y 150' AZIMUTH (1) RAYCAP - RVZDC-6627-PF-46 OVP it RELOCATED TO REPLACMENT MOUNTS VF'RI7,()N SITE NU\IBF.R: PWALLED ON IEPL*CEMn (GAMMA) tT MOUNTS 'I •� II 240- AZIMUTH ' B4 \ 323512 I G2 ✓ I it (E)ANTEIfNA TO BE REMOVED-- •'I. �I CS - X7C- -V'M -(E) PLATFORM MOUNT TO RE"N BU#:806375 I (' T0T" ON G"'""`) a HRT 095 943237 a II 8 cl es 190 BURNHAM ST ;i SOUTH WINDSOR,CT 06074 II 'I �1 EXISTING ANTENNA PLAN THE, D MONOPOLE NEIDS TD BE ;I NEW WRIZON FEEDUNES L ANALYZED Br A PROFESSKWL EMamt � (,) HYBPoD cAeL>: 1-1/2'(12r24) SCALE: NOT TO SCALE N I"XISTING 110'-0"AIONOPOLF P100a TO THE UP(SIED IN THE R1 STATE � �I I ;I I f NEW ANTENNA ANTEMMA a IOIV-ee ;i (BHA) (3 TOTAL I � ) ISSUED FOR: MOUNT CL• low-o* ;I 0'AZIMUTH (E)ANTENNA TO REMAIN - -- 120' RP\ D\TF DR�L\ I)F'4:RIP'RI)\ DFn./l. ;I ANTEL-LPA-80050/4CF BEAMFORMING ;I (E) CDMA TO BE RELOCATED Al /A2 N A3 M AS (4 TOTAL, ON ALPHA k BETA) M/uV:l A'\1 PRFI.IMI\'iR\' I TO THIS POSITION i N71o!21 YM h Rcu�S'TRl'CnoV -- NEW ANTENNA MOUNT SITE PROT: RMOP-496-HK Am (3 TOTAL, 1 PER SECTOR) A 1 - -- - (E) 110'-0•MONOPOLE NEW RRIIs SAMSUNG - RFVOIU-02A CS (3 TOTAL, 1 PER SECTOR) �•---- (E)VERIZON FEEDUNE5 (6) COAX CABLES (1-5/8) Bt (E)ANTENNA TO REMAIN \IlilllllllilllllF/// ANTEL-LPA-8OG63/4CF \``` OF C 0 NNF -- (E)VERIZON FEEDUNE TO BE REMOVED (2 TOTAL. ON GAMMA) (BETA) . � I (1) HYBRID CABLE (1-5/8-) C4 r Q 150'AZIMUTH G. Cq TjCG 120' II BEAMFORMING / ` lam`'• �` ' 120' = _ BEAMFORMING NEW OVP BOX 3 MW ANTENNA _ RArcAP-RVmC-6ez7-PF-46 N:3 Bs - PEN.0025406 ' COMINSCOPE - NHH-65B-R2B 'O �- (GAMMA) (3 TOTAL. I PER SECTOR) /•'�• ` '•(C/\� 24o' AZIMIJTFI (BETA) `84 120' AZIMUTH SS�ONAL EN��.�`�� C1 //F11111 I 1111LII1 - (GAMMA) NEW ANTENNA TO INSTALL NEW ANTENNA 270•AZMUTH COMMSCOPE - NHHSS-658-R20 OR q J/� �f AND MAKE SURE CLEARANCES ARE MET \;. (J TOTAL 1 PER SECTOR) O I/1�J/LI PER MMIFACTU(ER'S RECOMMENDATION. BS NEW RRH.SAMSUNG - RFV01U-DIA n 1>IuI?I-xnn�nr L�R 1¢rR Ins PI.R- (3 TOTAL., I PER SECTOR) I NLILSS I IEN dRL ACTI G V•111 R THE:DIIU, $TRI IfRIWu MflTT• (rI 1 IJrt\<LI)PRI.f I%S'1l M.I'.\GINt.1.11, THE EXISTING MOl1NT NEEDS TO BE NEW RRHI, STACKED ABOVE 110 LL IT:R"TIES LXJCI'MEv'7 REPLACED FOR ME PROPOSED SAMSUNG - CBRS RT4401-46A INSTALLATION' REFER TO THE REPLACEMENT (3 TOTAL. I PER SECTOR) SHEET NUMBER: REVISION: ANTENNA MOUNT ANALYSIS REPORT AND PMI i-- r,1�TOWER ELEVATION REDUIREMENTS PREPARED BY MSER NEW ANTENNA PLAN // SCALE: NOT TO SCALE CE�TAu�DATED 04/30/2021 FOR Z `� SCALE: NOT TO SCALE G y�/ verizon-v/ IXn\\\SI II\Gll)\ III )\II\S11.R,\1W921 CROWN ANTENNA/RRH SCHEDULE CC CASTLE 1200\1 W:\R1'11UR MAI).SUI11(21RI AffrDft \I\If\\ \I1,\1 074k1 SEAIDR lTAIUS Rm ANTDSN 1100EL /1aMNWowsox DDNUIl1S 11MNIXACRI37t Yom!lxlfww OTT/1mm At EXISTING ANTEL LPA-80080/4CF 709'_p• p• p• p• CABLE SCHEDULE 'Tectonic AM�ti OMrYr�MwNM OVA•IA Y•.Yw��11/NAl A2 NEW COMMSCOPE IN91-aSB-R28 +OB'-0• P P IV STA11!! Gm TYPE umm am rrw w�� wig py w RAYCAP RVZDC-6627-PF-45 A3 NEW COMWSCOPE NHHSS-658-M 106•-0• ? C• D• SAMSUNG (1 RFV01U-D1At EXISTING COAX U-02A 1-5/B• 158'-0•t 8 1 RFVO C8R$ -RT4401-4aA COMMSOOPE BSAMNT-SOS-1-2 A4 NEW SAMs()rq MM407-77A 106'-0' 0' Q 7 EXISTING HYBRID 1-5/8• 158'-O't VERIZON SITE NUMBER:+ 323512 AS EXISTING ANTEL LPA-80080/4CF log'—o• o' 2' 0' NO Kmm 1-1/4• 15C—D't + BU#:506375 HRT 095 943237 mrAII.CABLE oTY: a 190 BURNH.\1I ST SOUTH WINDSOR,CT 06074 B1 EXISTING ANTEL LPA-80080/4CF 109'-0' 150' 7 0' 62 NEW Cg1MSCOPE NWf-638-R28 108'-0' 120' 0' 4 EXISTING 110'-0":MONOPOLE RAh'AP R12DC-6627-PF-4a(SNARED) SAMSU• (1 RFV01 U-01A (E)VERIZON FEEDUNE tAMSUNG B3 NEW COMWSCOPE NMHSS-650-M +p8'-0• +2p' 0 0' S (,�RFw1u4401 (1) rnBR�p(1-S/97 COMMSCOPE RRCC W-SRS 1-24aA ISSUED FOR: n\IF UR%\ of.11 RIP MIN B4 NEW sAMsuNc IfT6407-77A ,ob'-0• ,2c o 3 �lNl I'Rf I.I\fl\�R5 �(E) 182•-0' 14 H"R(u\SIRI nuV MONOPOLE BS EXISTING ANTEL LPA-80080/4CF 109'-0' 150, 2' 0' i Cl D(IS'RNG ANTEL LPA-80063/4CF 109'-O• 270' 2' 4' y)o� U NEW VERUON FEEDIINE c,)HYBRID GBLE,-,�4•(6,,2) \\111111111111!/� C2 NEW COMMSCOPE NW-65B-R2B ,Oa'-0• 240' 7 S (E)VERIZON FEEDUNES Q .•�0•A.•GPAYCAP (/C,q(.. C3 NEW COMMSCOPE NNNSS-65B-R 1 2B ,p8'-0• 24C 0` p SAMSUNG ) ( ) - (6)COAX(1-5/87 ;p ��•,V,, 1 Rf1g1U-D1A Ft SAMSUNG 1 R CBRS RFV01U4401 6A COMMSCOPE - BSAItt(T-SBS-1-2S-1-2 C4 NEW sAMsuND MT6407-77A 106•-0• 240• 0• S ///�yy`,''�``�,� PEN.0025406 CS EXISTING ANTEL LPA-80063 4CF \l ll, \� OTC•• -/CE N StQ••�vv��\` llllnnnnll\\\ (E) FEEDUNES BY OTHERS C") VvV I�/21 II IN\\1111\T)()\()I I(\(KKR\\Y PI R.0 I\, �1VERIZON TOWER EQUIPMENT SCHEDULE xl Ssnu t ARF Al'T1\o1 Sill RTIN DIFU(_THIN (A.{1.11 1 N11 111'RI III.R I\ 1 R. SCALE: NOT TO SCALE Tx.."`TR I[ISDI 'I"'.\1 BASE LEVEL DETAIL SHEETNUNIBER: REVISION: L SCALE: NOT TO SCALE C-3 A SSAMNT-SBS-1-2- ve r i zo n% 18,1\\_\SI iING"l ON\AJJJ 1'ROAD 627281-1 ISI.DMINS I I.R.N 10T921 BRACKETS CCROWN v CASTLE 1200\I V:\R I1IUR BLVI).SUI11:.200 NI\I RV\I I,N)07450 Tectonic l �....�,:...,:,... .a.:..�.. DOWNTILT BRACKETS ►a r n ��n rw.t■r gat �w see PIPE MOUNT BRACKETS � ANTENNA MOUNTING PIPE-�` VERIZON SITE NUMBER: 2'TO 4'SCH 40 CALV. MAST PIPE NOTES. 323512 - BSAMNT-SBS-1-2 KIT CONTAINS(2) 627281 MOUNTING BRACKETS. BU#:806375 - TORQUE T M70 BOLT ASSEMBLY TO 37 N.m. PER MANUFACTURE'S RECOMMENDATIONS. HRT 095 943237 190 BURNFIAM ST SOUTH WINDSOR,CT 06074 ,� COMMSCOPE - BSAMNT-SBS-1-2 NOT USED SCALE: NOT TO SCALE L NOT TO SCALE EXISTING 110'-0",NIONOPOLE ISSUED FOR: NEW ANTENNA RT\ D\TT I)R\%.\ nl<"KIP III 1C In /Q' MOUNTING BRACKET INSTALLER NOTES. nawil21 VNI PRI I1,11N\R\ ALL PIPES BRACKETS AND 1-111i_1 \'\I I+IR IN.I RI 1-11,I� MISCELLANEOUS HARDWARE TO BE GALVANIZED UNLESS NOTED OTHERWISE. O O G NEW ANTENNA G NEW ANTENNA NEW RRH MOUNTING BRACKET OCONO \\\\\1111111111J/,,� P ..... .G�y C'G NEW RRH ; .a PEN.0025406 ;•� `RRH MOUNTING %�,/,0.�`L.��/G'EfVs�O••\����•`: O PLATE PIPE MOUNT NA. Jlnnnlll\\ (TYP OF 2)MO NTING PIPE 0 q I/I0/21 11 A 1\h11 Inn\'If I\\\I OR\lY PI R—\. 1]Lh S5n1h\.\RI.,\1:T1\\11']D1Hn11 UI1Ul.11"N I U1 D PRI II I\h,.\1 I��.\LIl R'I711S Ix x.l Vl.�l Z SAMSUNG - EP97-01585A BRACKET DETAIL ANTENNA & RRH MOUNTING DETAIL SHEET NUMBER: REVISION: `� SCALE: NOT TO SCALE `r SCALE: NOT TO SCALE C-4 1L11 verizonN/ 1801\.\SI IINGION VAI.I.l.l'RO\U III.D\IIMT1I.R,\J 07921 CROWN CASTLE 1200 M V:AR11IUR BL\T),SUI'I 1:200 Ukl Ill'\I I,Nj 07430 Tectonic ' 1w4r O(MMYr•M.'M" VA IWM M uN� w�Pr1�o-� VERIZON SITE NUMBER: 323512 BU#:806375 SAMSUNG - MT6407-77A COMMSCOPE - NHH-65B-R2B COMMSCOPE - NHHSS-65B-R2B HRT 095 943237 WEIGHT 87.1 LBS WEIGHT 43.70 LBS WEIGHT 65.50 LBS SIZE (HxWxD): 16.06 x 35.12 x 5.51 IN. SIZE (HxWxD): 71.96 x 11.85 x 7.08 IN. SIZE (HxWxD): 72.00 x 11.90 x 7.10 IN. 190 BURNHAM ST r,,,SAMSUNG - MT6407-77A r,---NCOMMSCOPE - NHH-65B-R2B Z COMMSCOPE - NHHSS-65B-R2B SOUTH XXTNDSOR,CT 0607-I SCALE: NOT TO SCALE L SCALE: NOT TO SCALE �SCALE: NOT TO SCALE EXISTING 110'-0"MONOPOLE ISSUED FOR: RF\ II\TP IJRRN UF.1CRIP11(IN D"/Q \ .8"N"21 Yl( PRFI.I\IIN\RY n iN/1(V2I \'\I RI'C110N I pFIGONNF co ;o PEN.0025406 0NA E�G�.�``�. II SAMSUNG - B2/B66A RRH-BR049 (RFV01U-D1A) SAMSUNG - B5/B13 RRH-BR04C (RFV01U-D2A) SAMSUNG - CBRS RRH RT4401-48A 09/I0/2/ WEIGHT(W/0 EQUIPMENT): 84.4 LBS WEIGHT (W/0 EQUIPMENT): 31.9 LBS WEIGHT(W/0 EQUIPMENT): 84.4 LBS IT ISiFR1LATI(1\IIILAWFOR\\YPIR..IN, N LFS<n iF 1 ARE Acn,NL.l:\UI R nil UI RF(TI()N SIZE (HxWxD): 15x15x10 IN. SIZE (HxWxD): 15x15x8.1 IN. SIZE (HxWxD): 13.9x8.6x4.2 IN. 011IVI\hlDPR(111x1/,\1IN(:nIIR. TO AI:II.R I'I IIS Ix I,A MINI r,1SAMSUNG - B2/B66A RRH-BR049 (RFV01U-D1A) ���AMSUNG - B5/B13 RRH-BR04C (RFV01U-D2A) c SAMSUNG - CBRS RRHS - RT4401-48A SHEETNUDIBER: REVISION: SCALE: NOT TO SCALE �SCALE: NOT TO SCALE u SCALE: NOT TO SCALE C-5 A verizonv' III-D\1INSI J AC NJ 07921 CDMA NHH Antenna NHHSS Antenna i COMA CROWN • :' sgr 8 CC CASTLE o S 120I.\L\(:_\K17IL"R BIA D.SCI"I Ii 2110 • r� Sub 6 �. ecton�c , f Is a �.wn - . SBT S VERIZON SITE NUMBER: 323512 Bl' #: 806375 H RT 095 943237 to tt 190 BURNHAM ST SOUTH WIN DSOR,CT 06074 1:1ISTING 110'-0" NIONOPOI.1 t S T ISSUED FOR: RE\ D%E i DRUN DI At1111`110N DI,.. IMIi WI/_I \']I PREI.INIP—RN - ado I 111 EORCONS771U1-FION ._. \\\\\\I{{111111111/111/ \ OF GO NNFo''%, r0C PEN.0025406 SCE :0,�N� S81ON4 ENS\ ///,'111llllll11111\\\\\\ fl IS 1\IOE.I77,N OF LAU B)R\NY PLR..IN, FSS 771E.1 AREA�'71N1'.PNI)t.R 711E DIRF..:TII N (ll\IArI'.NSI'.D PROM�vUlO\11,1.NGINUR. 'I'"1L71.K 171151R_K.i SIE\'I PLUMBING DIAGRAM SHEET NUMBER: REVISIO-N SCALE: NOT TO SCALE C-6 A ' J V i er zon I ISO\L.\SE I I\t,I t I\\.11J.1 N ROAD IiP.D,W N S I l.It,X 107921 CROWN C CASTLE RIN1\L\(:.\RJl ICIt NL\I>,iC1J P.200 \L\I R\ \I I,\1 n71 Tn Tectonic' ,O1 ti Y f0� PARTS LIST �+.■+�.. �.«+e..• fTEMj OW I PART NO. PART DESCRIPTION LENGTH UwTwr. NET VI?, 11 1 B 1 Y'Lv ww RNIQ UOL/T1AFLOMENT 8881 Al2 86 16 2 M G68Lw 61r HOG LOCKVKASHFR 0IOS 1.72 3 80 A68NUT SW HDG A326 HEX NUT 0,13 7.79 4 t8 G5M-24 6B•x24•THREADED ROO(HDG.) LM 37.03 \'ERI%()N SITE NUMBER: 4 16 OSSRdW 6A3•x 48•THREADED ROD(H ID0.) 4.18 76.27 323512 6 U 34 W-2-314• A326 W 800 2 N4 W. 8.64 6 24 A68FW SW FDG AM FLATTTASHER &03 042 7 1 36 X-US13M 1PrX3-6lrxrX3-W8CLr HDc. 0.83 29.32 BU #:806375 8 12M G,2Fw ,rr HOC USS FLA/wASHER 3M in 0.03 9.00 w 1262 G12LW trr HOG LOCKwASHER 14 in 0.01 3.60 H RT 095 943237 10 262 G12NUT I Fr IOC WAVY 211 HEX NUT GAT 18.06 11 12 PM 2-W X 88•SCH.40 GALVANIZED PPE "in 30,70 Mee 43 --\ 12 84 X-UB1212 llrX2-1i7'x44lr X2•U$OLT(HDG) 043 6261 190 BURNT AM ST 13 3 P3150 1 3-1rrx16r(rSCH40)GALVANIZED PIPE 160n 24.60 284,40 SOUTI I NVINDSOR,CT 060 4 14 3 X-SVIN LOW PROFILE PLATFORM CORNER 212.10 SM.31 16 3 P2150 2-W O-D.X iSr SO,40 GALVANIZED PIPE 160 in 46.77 137-31 C 10 16 12 S0x2 CROSSOVER PLATE ?In 4.80 67.68 74 1 T7 16 sm CROSSOVERPLATE 8112n 6.02 90.32 L'.VS'ING 110'-0" MONO P()LF 8 18 19 6 GiiBNLIT 67r MG HEAVY 2H HEX MR 0.13 0.78 B 6 19 6 X-2613N3 PLATFORM REJNFORCENENTKITANGLE 6226Mn 1433 86.90 20 8 X-T8W T4IRACKET WEIDLENT 1AM M.110 i2 24 8 G6802 61Rx2'HDOHw]((iOLTGR6 0.27 1.62 22 /2 G12M lira S.irr HOG HEX BOLT GR6 PULL 7HRFJID 5112 in 041 "1 ISSUED FOR: 23 3 X4AHICP ANGLE HANDRAIL CORNER PLATE t2 02 3D 76 0 I TUTALWT.B 2A46.61 aFr I)in-. DRV� IWSCRIPnu -S> DI lJ I 11 10 n, { I*/YVzI %ll PREIMNAR1' 1 td A 9 X2 1 10 3 12 Ittgno/?I v]I rrIR..u�s'ntonius _ -- 1 11 2 8 9 8 `\ S X2 - - - - - - D!-" 12 6 X2 / ; 0 X2 I 6 A 1 20 10 X2 3 22 ,0 x2 �t� 2 9 X: 6 1 6 8 X2 17 ` � 23 12 21 10 X2 2 i DETAIL C 18 I `�\DFICONNF�'''% 189 X2 21 8 X2 2 X2 7 3 X2 DETAIL D DETAIL B DETAIL A - - PEN.0025406 ' TOLERANCE NOTES TOLERANCES ON 08MONNO s,UNLESS OTHORRIg[NOTM AIRS, uexw�ru1 r LOW PROFILE PLATFORM �,�,� �"'" `%� ��••<�C E N S�Q••\`v`�: satoa,SWARM AND am CUTS n&VAP7 WITH TWELVE 2-W ANTENNA MOUNTING ® . nM -.MCA011111111.11.5101 AND GAS •,, FS1 •. G� \�• LA1xATcoow0UT N w p a4M�� NCO OOw I�Ni�Oi NOLiw6 PIPER,AND SUPPORT RAIL 1 7as7Y8 w a. '����� SOON A� 8 RELOCATED MOUNT PIPE POSITIONS ,ET 61Td12021 �H1I81!'MApIwIMjp a aa007 a•• 'M• may. �/, \` �UIInn11j11 A pMNGEOX-21wT002rox-T8w 446E cEK 8�2D18 AtLOTNii+AwwwrwLYaaar'� 4488 CEK 7M412014 RMQP-496+IK �Z DES p�REV CRIPTION 91 DATE aw.r.�.�..s•.an.�...s..�. TVA oAnaNa urlo[ vec+l®ar Inc+.w. Q+M O 1/ In/ZI V REVOCIN HISTORY 4�r •� �•xr......wn....r.w 81 02 CUSTOMER BMC 7H412014 RMQP-496 HK II I I'1 1Kf-.1,--.1111,1 11-,I A HII DI KID,11,-N I \I.IrI'Alf 111T,111 'I,,'.,.i 11'I'ii K, 111,-\LILK I111,Ix ,If �IANTENNA MOUNT SPECIFICATION SHEET NUMBER: REVISION: I SCALE: NOT TO SCALE C—7 A 8'PVC PLUG ■ TO ANTENNA COAX — TO ANTENNA COAX 8'PVC PLUG CPLC. (THIRD.) T/FINISH GRADE COPPER/GALVANIZED GROUND BAR , /'/ / COPPER/CALVANZED GROUND BAR ve r i zo n_`V// // (J 180%kAsIII\(;*I0\\A1.I.I.)f ROAL) O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 00 0 0 0 0 0 0 0 mI 0 0 0 00000000000000 0 0 0000o0000oo00 + lil.l)\11\tiI1.R,\Jli 121 ®O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0® I. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ® w SUBGRADE /2 SOLID TINNED COPPER g I OLID (TEST LOOP) CONDUCTOR TO TOWER/SHELTER = . OTCH SIDES OF B'PVC SCH 40 PIPE CROWN TWO HOLE LONG BARREL TWO HOLE LONG BARREL COMPRESSION LUG GROUND RING(2 TYP. FOR O ALLOW FXIT/ENTRANCE OF COMPRESSION LUG(TYP) (Typ) BOTTOM GROUND BAR ONLY) o EXOTHERMIC WELD $,— f.2 ROUND RING WIRE v CASTLE w LIQgS NOTES- ------- -----� 1200MWARMURHIXI3,SUII .200 II J - \nm\ VI,NJ U7{w1. DOUBLING UP 'OR STACKING'OF CONNECTINS IS NOT PERMITTED. 1. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERM CONNECTIONS. 1pTRENCH BOTTOM 2. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. 2. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO TOWER STEEL(TOWER NLY). UWW 3. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO ANTENNA MOUNT STEEL 3. GROUND BAR SHALL BE ISOLATED FROM BUILDING OR SHELTER. 2/0 TINNED CU EXTERNALTectonicCADWELD TEST LOOP TO TOWER GROUND RING WRE GROUND RING WIRENOTES, 5/'0 x 10'-0'LONG COPPER CLAD GROUND ROD �..,Ny w�PA se rrr��.x a. wow rsro �' ra 1. GROUND ROD SHALL BE DRIVEN VERTICALLY,NOT TO EXCEED 45 DECREES FROM THE VERTICAL 2. GROUND WIRE SHALL BE MIN. 30'BELOW GRADE OR 6'BELOW FROST LINE. '"x"x►�'W° �� ���• (WHICH EVER IS GREATER)AS PER N.E.C.ARTICLE 250-50(0) ��ANTENNA SECTOR GROUND BAR DETAIL r,,,TOWER/SHELTER GROUND BAR DETAIL ,INSPECTION WELL DETAIL \'ERIZON SITE NUMBER: I SCALE: NOT TO SCALE L SCALE: NOT TO SCALE �SCALE: NOT TO SCALE 323512 BU#:806375 HRT 095 943237 STAINLESS STEEL BOLT 190 BURNI IANI ST cTYP) SOUTH V INDSOR,CT 06074 TO TOWER MOUNTED EQUIPMENT STAINLESS STEEL ( )� FLAT WASHER TO ANTENNA MONOPOLE 2-HOLE CRIMP/ ) ANTENNA GROUND BAR CONNECTOR COMP (BONDS AT MCL EIISTING 110'-0"\fUNOPOLE � I (BONDED TO TOWER STEEL) GROUND STANDARD COAX BAR CABLE GROUND KIT 2 HOLE LUG(TYP) (TYP) STAINLESS STEEL FLAT WASHER 16 STRANDED CU WIRE WITH STAINLESS STEEL SONLESS STEEL NUT 8'WIDE METALLIC HTEL Qt`_ n�Tr ISSUED FOR: IN GREEN, 600V,THWN I BELLVILLE WASHER /� INSULATION (OR AS PROVIDED (TYP) (Typ) GRADE WARNING/LOCATOR TAPE AT WITH GROUND KIT)(TYP) SINGLE CONNECTOR AT GROUND BARS 12'DEPTH i 081v./21 %11 PRF IW\IR) INlIV21 %-\j F IR CI INS TRIVIION STAINLESS STEEL BOLT = MECHANICAL CONNECTION i (TYP) STAINLESS STEEL u• _ COAX GROUND BAR WITH FLAT WASHER 8I�N EXOTHERMIC WELD COAX CABLE INSULATORS.CONNECTED 'II (TYP FOR ALL) ` DIRECTLY TO THE BOTTOM DRAGON TOOTH WASHER �f OF MONOPOLE.SEE NOTE 1. (TYP) H TO BTS EQUIPMENT VIA STEEL — ---- ----- '-----'------� TRAY OR ICE BRIDGE 2/0 TINNED BARE i 1 COPPER WIRE 2-HOLE CRIMP/ MONOPOLE PIER COMPRESSION STAINLESS STEEL GROUND RING/2 COPPER WIRE CONNECTOR FLAT WASHER SOLID,TINNED FOR CARRIER AND ICE GROUND WIRE BRIDGE GROUND LOOP SEE NOTE J STAINLESS STEEL STEEL NUT (1+111111L1�11////,, GROUND WIRE l ` v01 IV NOTE 3 -- \ BELLVILLE WASH; ( ) TOWER GROUND FOR \``O FCT INSPECTION WELL-�"� -�\ - l� SINGLE CONNECTOR AT STEEL OBJECTSA. •G�q'/cG/�'� EXOTHERMIC WELD(TYP) 'Q M �J,•• /\ NOTES- STAINLESS STEEL STAINLESS STEEL M• ' W;DRILLNC 1. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER,ANTENNA METAL SCREW FLAT WASHER LOCATIONS AND CONNECTION ORIENTATION.COAXIAL CABLES EXCEEDING 200 FEET ON THE (TYP) (TYP) GROUND ROD COPPER TOWER SHALL HAVE GROUND KITS AT THE MIDPOINT. PROVIDE AS REQUIRED. CLAD STEEL ROD W/MIN.HOLE CRIMP PEN.0025406 2. ONLY MECHANICAL CONNECTIONS ARE ALLOWED TO BE MADE TO CROWN CASTLE USA INC. 2- / 5/8♦ x 10'-0'LONG G •(4C TOWERS.ALL MECHANICAL CONNECTIONS SHALL BE TREATED WITH AN MITI-OXIDANT COATING. CONNECTOR O••'�/C T.O'�• Vv 3 RE RECOGNIZED E TOWER DITIONNG OF A�NSE/TIA 2MS 22 L COMPLY WITH AND NFPA 780.THE REQUIREMENTS OF THE DRAGON TOOTH ` METALLIC OBJECT rl�s ��'%FSS�ONAL E�LQ;, WASHER 1. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 45 DEGREES FROM THE ,'////lllllllllll\\\\\ VERTICAL SINGLE CONNECTOR AT METALLC/STEEL OBJECTS 2. GROUND WIRE SHALL BE MIN. 30'BELOW GRADE OR 6'BELOW FROST LINE. (WHICH EVER IS GREATER)AS PER N.E.C.ARTICLE 250-50(D) I I IS 1 VI<II I I N)\()1 1 IM H IR%\Y I'1 R.v l\, l♦I.It Il 111'.1RF.V T1\l:1\1)1 KTIII UIRI ITN)\ / �TYPICAL ANTENNA CABLE GROUNDING HARDWARE DETAIL FOR EXTERIOR CONNECTIONS rc,GROUND ROD DETAIL II +IN 1.\a1 a PRI lnaa)\\I I\I[I\II R, 1 � SCALE: NOT TO SCALE �SCALE: NOT TO SCALE v SCALE: NOT TO SCALE 7T)ALTl R THID Lx K L'\II NI SHEETNUMBER: REVISION: G-1 A WIRE SIZE BURNDY LUG BOLT SIZE 06 AWG GREEN INSULATED YA6C-2TC38 3/8-- 1 NC S 2 BOLT ve r i zo n / TYPE TYPE 2-YA-2 TYPE XA TYPE YA-2 ' ' /2 AWG SOLID TINNED YA3C-2TC38 3/8 - 165 NC S 2 BOLT 02 AWG STRANDED YA2C-2TC38 3/8-- 16 NC S 2 BOLT IKU%X AS111\(:l O\\.\L1.1.1 RO U) 111.1)NII\S`1'LR,\)U7921 #2/0 AWG STRANDED YA26-2TC38 3/8' - 16 NC S 2 BOLT /4/0 AWC STRANDED YA28-2N 1/2- - 16 NC S 2 DOLT TYPE-YY TYPE VN TYPE NG TYPE SS TYPE GR BURNDY GROUND LUG W/ HEAT SHRINK CROWN LONG BARREL (CLEAR) CC (SEE CHART) CASTLE tl/ V7 V NUT rGROUNDING _ (lYP) / CONDUCTOR 12141 N11C\R I I ILIt RLCD,SCi 1I:2UU LOCK WAS(TYPHER IF �: TYPE TYPE VB TYPE r� Tectonic ' GROUND BAR BOLT ..•+� 1. ERICO EXOTHERMIC'MOLD TYPES'SHOWN HERE ARE EXAMPLES,CONSULT WITH CONSTRUCTION MANAGER FOR SPECIFIC SEE CHART �""�' '4 �"o...b.'PAL MOLDS TO BE USED FOR THIS PROJECT. ) ) �O�� •i0 �'� �� ♦nrZ 2. MOLD TYPE ONLY TO BE USED BELOW GRADE WHEN CONNECTING GROUND RING TO GROUND ROD. """"'��'^ BURNDY TWO HOLE LUG W/ LONG CARREL (SEE CHART) 1CADWELD GROUNDING CONNECTIONS BARE WIRE TO BE SCALE: NOT TO SCALE NO-0X AT BOTH ENDS STRANDED (GREEN INSULATED)ONLY FOR /6 AWG VERIZON SITE NUMBER: TO ANTENNAS (SEE CHART) 323512 WEATHERPROOFING KIT (SEE NOTE 3) (TYPICALLY) ANTENNA CABLE '--20'MAX. RX2 TXI/RX1 WEATHERPROOFING HRT 09806375 943237 KIT (TYP) HGIES: COAX JUMPER(TYP.) (TYP) �ND KIT ' ALL LLL HARDWARE DOLTS,NUTS. LOCK WASDING LUGS ARE TO BE HES SEHALL BEFSST STAINLESS STEEL- 190 BURi\H.-1�I tiT . HARDWARE ARE TO BE AS FOLLOWS: BOLT, FLAT WASHER,GRQUND BAR,GROUND LUG, SOUTH VINDSOR,CT 06074 MT WASHER AND NUT. CONNECTOR /6 AWG MECHANICAL LUG CONNECTION WEATHERPROOFING KIT �8 AWG STRANDED COPPER GROUND WIRE � � (TYP.SEE NOTE 2) L SCALE: NOT TO SCALE CROUNDED TO GROUND BAR). SEE NOTE 1 �2 � COPPER/GALVANIZED BONDEDROUND MR DIRECTLYY TOWER EXISTING 110'-0"MONOPOLE CABLE GROUND KIT CABLE CONNECTOR ANTENNA CABLE /6 AWG MIN. FROM ANTENNA TO HTS EQUIPMENT(TYP.) CABLE GROUND KIT ' ISSUED FOR: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND Rn nuT nRu� UFx'Rrrnllc nt5/ WIRE DOWN TO GROUND BAR. Q' S 'Niug21 \Af PR11.1V1\1RY 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 1. DO NOT INSTALL CABLE GROUND KITAT A BEND AND ALWAYS DIRECT GROUND iN/m 21 vAt I"R Ic1NS7 R1I III)\ 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT WIRE DOWN TO ANTENNA GROUND BAR. GROUND BAR ON SHELTER. ICEBRIDGE, OR ON ANTENNA TOWER ----- BE USED. 2. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT.COLD SHRINK SHALL NOT DE USED. Z CABLE GROUND KIT CONNECTION 0 0 0 0 0 0 0 0 O �SCALE: NOT TO SCALE OO O O O O O O O O O 00 ,GROUND CABLE CONNECTION Q `F SCALE: NOT TO SCALE 3/8-110'TAMPER 0 "0 HOLE LUG,OR GROUNDING SHALL BE RESISTANT BOLT EXOTHERMIC WELD TO BE USED ELIMINATED WHEN GROUND BAR (TYP) WITH /2 AWG BARE CONDUCTOR IS ELECTRICALLY BONDED TO 1111111IIIIlA INSULATORS GROUND OR GROUND RING METAL TOWER CoN /1 NF SEE NOTE 2. I Y (IYP) WALL BRACKET 0 00 GROUNDWIRE INSTALLATION Q ��•A •G�q';��i�� 0 0 NOTE: MINIMUM TO BE Smp)"� 5 SCALE: NOT TO SCALE 0 0 0 VISIBLE 0 0® 0 (TYP) s/S SPLIT 0 0 2 HOLE LONG WASHER PEN.0025406 0 0 (TYP) /2 TINNED SOLID IN 3/4'LIQUID TIGHT PIPE JUNIVERSAL COPPER BARREL TINNPERED RO 24"BELOWGRADETO GROUND BAR (4'x207 SOLID COP S/S FLAT CONlX1�IN 3'TO 6'OF CAD-WELD ® iO�(c''/CEN S LOCK WASHER (TYP) WASHER TERMINATION POINT. EXPOSED END OF / n P/N M10 (TYP) THE LIQUID TIGHT CONDUIT MUST BE S/O h'^1- (TYP) TWO-HOLE / SEALED WITH SILICONE CAULK. III'IYI If 11111111\\\ COMPRESSION LUG _// TIN COATED SOLID CADWELD //�1q s COPPER BUS BAR (TYP) I V 1/1�/21 S/S FLAT WASHER 1. DOWN LEAD(HOME RUN)CONDUCTORS ARE ND TO BE INSTALLED ON CROWN CASTLE CHERRY INSULATOR (TYP) It IS iaRIi\TR1%oh1 7A It1R 7\Y PI R�1V, USA INC.TOWER,PER THE GROUNDING DOWN CONDUCTOR POLICY OAS-STD-10091.NO INSTALLED IF REQUIRED / t]LF S�771t1.iRF..M TI\G I WI RT11P DIRt�.L�1> MODIFICATION OR DRIWNG TO TOWER STEEL IS ALLOWED IN ANY FORM OR FASHION, S/S BOLT TIE INTO EXISTING GROUND RING J 01 I IV LAR 1)PR- I L11 V 1�<:I�I I-1 CAD-WELDING ON THE TOWER AND/OR IN THE AIR ARE NOT PERMITTED. (TYP) IF1'[1IJL I I11}Ix x l xIFI I 2. OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR PLATFORM STEEL USE INSULATORS WHEN ATTACHING TO BUILDING OR SHELTERS. SIIEETNU)•[BER: REVISION: r,1GROUND BAR DETAIL r�--�LUG DETAIL o TRANSITIONING GROUND DETAIL G-2 v SCALE: NOT TO SCALE SCALE: NOT TO SCALE v SCALE: NOT TO SCALE