HomeMy WebLinkAbout1000-18.-5-13.8 (2) £ _ 11 Care shalt be exercised in protecting the building occupants during the demolition and construction periods of 16 Reinforcement shall be cold bent whenever bending is required. 2 DolorCONSTRUCTM
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-- - - this project Every effort shalt be made to maintain a clean operation..Debris shall not accumulate.All debris [ A The structural steel antenna mounting frames are designed to provide support for antennas and all
`seta as been prepared for the purposes of municipal and agency review and approval This set will be deposited in a suitable container on a daily basis and shall be emptied on a regular schedule The ( 17-Place concrete in a uniform manner to prevent the formation of cold joints and other planes of weakness hardware and accessories associated with antennas. -
1. This fptans h n P P P rP P 9 Y PP -
of plans shall not be utilized as construction documents until all drawings have been revised to indicate -,oi=r of r Wino_ ' ` with the Building Manager. Vibrate the concrete to fully embed reinforcing-Do not use vibrators to transport concrete thorough chutes or
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"ISSUED FOR CON STRUCTIRN,"Contractor shall a-mail plan s@kmbdg earn to ensure that they have the j 3 BM&4ft Mg ----- §`_;���,AT_- -_.
12 Safety procedures:Attention is directed to federal,state,and local laws,roles and regulations concerning 3
latest set of construction drawings prior to commencing any work whatsoever. _ A The antenna supports,antennas and mounting hardware shall be constructed plumb,level and true.
f construction safety and health standards The construction company awarded this project shall ensure all 18 Do not place concrete in water,ice,or an frozen ground ..
B All structural elements and Fasteners shall be galvanized in accordance with ASTM A123 and A153
2 ADA compliance:The facility is a normally unoccupied mobile radio facility working surroundings and conditions are sanitary,and are not hazardous or dangerous to the health or safety
of the work crews or building occupants Precaution shall be exercised at all times for the protection of 19 Do not allow concrete sub base to freeze during concrete curing and setting period,or a minimum of 14 days
3. These plans are intended to be used to direct the proposed layout Drawings should net be seated unless persons and property.It is mandatory that the safety provisions of applicable local laws,OSHA regulations - after placement - C Welds should be shop made wherever possible,conforming to RISC specificaton and AWS requirements
otherwise noted Plans,elevations and details are intended[n show the end result of design.Minor and building and construction codes.be observed far all contractors and antenna riggers. _ Alf welds are to be of the size and type indicated.Contractor shall employ a licensed welder and shall
modifications may be required to suit job dimensions or conditiolill
ns 20 For cold-weather and hot-weather concrete placement,conform to applicable ACI codes and _ provide the engineer with their name and a copy of their license prior to commencing any field weldingnow
Y } recommendations In either case,materials containing chloride,calcium,salts,etc..shall not be used Protect D Contractor shall provide fire watch during all welding operations,brazing and soldering and other work
4 The contractor shall verify all dimensions and conditions and notify the an Project Manager of discrepancies fresh concrete from weather for 7 days minimum requiting the use of an open flame Two(2)hand held 30lb fire extinguishers and adequate water supply
j 9 Y P 1.. The Contractor shall be responsible for all procedures and scheduling associated with hoisting,staging.and --- --__-- ---- ----. shall be maintained an site.Fire watch plan shall be submitted to the client for approval prior to welding
before starting any work P P 4 9. 9 9. P PP e g
erecting of materials and equipment to andtor upon the site � - _ E All bolted connections shall be A325 high strength baits 518"diameter minimum size unless otherwise
5 The>�t O f r%,4 b"t5 her ___-.t t az 2- -1 d e t noted.Batts shall be supplied with flat washers.Botts shall be tightened in accordance with the RISC snug = -
�r to co- _` O o �}- - - 2. All elements of the existing site,i e structures,site plantings,etc shall be protected as necessary from said - tight condition,unless otherwise noted
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o ns L x� rOw,rot o a>p _r.d uc o actions.This work must be done in a safe,secure nondestructive manner for protecting personnel and t ----. ___-_ - ---. ----. -____ -- __ _
t F.Protective galvanized coatings which were damaged or removed during erection or transportation shalt be
inchale t a iW"vAl s p a of fee h wri g :- roof, flow,or Property, restored by painting with zinc-rich primer. 8
EPDXY ANCHOR MOUNTING CHART ;
grade level,elevated structures above grade,building facades,structures mounted on buitding facades, G A!I threaded rods shall be 1/2"diameterA36 steel unless otherwise nuked --- --
windows,tower structures,etc If not requested by the client and supplied to the Contractor,the Contractor to- we ANN--._0 RAW---... _ --
H Temporary structures for staging and construction shall be capable of withstanding forces specified by the
shall include within their bid to obtain mapping information for any inaccessible areas which are included as WALL TYPE METHOD OF ATTACHMENT local building code current edition _
part ofthis design drawing package to ensure all existing conditions are verified prior to construction and shall 1. The Contractor shall guarantee all labor and materials used in this project for a minimum period of one(1 relay all findings to KMB prior to construction for our review,Such findings may require drawings kn be year commencing from the date of final acceptance by the client The Contractor is not required to guarantee HILT€HIT HY200,MiNiMUM EMBEDMENT 6"SPACED 16"ON CENTER }
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moor w-rtu t material supplied by the Owner. ;_ UNLESS NOTED OTHERWISE 4ZL
t - -- A All structural steel antenna frames,and connections shall be inspected prior to installation of antennas _-- ;- ----
MASONRY HiLTI HIT HY270 WITH SCREEN TUBE,MINIMUM EMBEDMENT 6"SPACED
6. These plans are designed to reflect observed field conditions.Certain conditions are assumed to comply with 2. Final date of acceptance is deemed as the date that all required state and federal approval have been {CMU AND BRICK} 16"ON CENTER UNLESS NOTED OTHERWISE B.AEl antenna cable trays,supports,channels and clamps shall be inspected prior to installation of antenna j I
` d°-` .but t t En d,: --_ ---- -.-... _... cables -
general standard construction design methods and principles,and the Contractor shall note that not all areas - - i
A Final inspection C Coordinate all ins ections with the clients Construction Mana er.
of structural attachment have been opened or specifically verified.The Contractor is therefore requested to THRU-BOLT MOUNTING CHART P g I ' '
B Certificate of Occupancy i
notify the Engineer immediately should encountered field conditions vary from those depicted on the i _---.---_ D.Contractor to make notifications 72 hours prior any required inspections. i
drawings.KMB Design Group,LLC will issue field change direction if required.The Project Manager is I [g -- -- - - -
rn cove. 3 Any deficiencies that come evident during this one(1)year period shall be corrected by the Contractor at the WALL TYPE BOLT TYPE €
Contractor's expense -
O ?.. All equipment and materials shall be installed in accordance with the manufacturers recommendations unless �CONCRETE/MASONRY �F1554 GRADE 55 THRU-BOLT UNLESS NOTED OTHERWISE
F to otherwise noted by the Engineer of Record. DIVISION 2-99111 WORK _ €
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c. 6 The Contractor shall be responsible for all work performed and materials installed to be in strict conformance, 1 The Contractor shall call utilities prior to the start of construction OWTALLER TRAINING oa tc�s EssuER F4R
as a minimum standard,with all applicable codes,regulations and ordinances having jurisdiction.Electrical ` L Jcs
- PERMIT FOR
p systems shall be installed in conformance with the National Electrical Code,and all other local and state = 2 All existing active sewer,water,gas,electric,and other utilities where encountered in the work,shall be 1 installers must be certified through the ACIfCRSI Adhesive Anchor Installer Certification program or
w a jurisdictional codes,ordinances,and with local utility company specifications,whichever is more stringent _ protected at all times,and where required for the proper execution of the work,shalt be relocated as directed d equivalent.The General Contractor shall arrange installation training for all post-installed anchor products = INmAL suaMlsslora = _
3 n2-21-25 - = AA9 JES
p p t by Engineers.Extreme caution should be used by the Contractor when excavating or peer drilling around or specified and shall provide the Engineer of Record documentation demonstrating that all personnel iyr -? .,.
y�n 9 The Contractor shaft keep contract area clean,hazard free and dispose of all dirt,slumps,stones,rubbish or
nnear utilities The Contractor shall provide safety training for the working crew This will include but not limited ( responsible for installing anchors are trained prior to the commencement of installing anchors
z W debris in accordance with all local and environmental laws No materials or equipment shall be placed to: #
wu- anywhere on or in the structure without making adequate provisions to protect existing property Upon A Faq prateehon REV. DATE REVISION CHID.
ocompletion,repair any damage that may have occurred during construction Repair all existing wall surfaces t B.Confined space 2 Installers shall be trained on the complete installation process for drilled-in anchors,including but not iimiied DESCRIPTION BY _ BY
w w damaged during construction such that they match and blend with adjacent surfaces j C.Electrical safety to:
m ? D.Trenching&excavation A Hole Drilling Procedure
10..The Contractor shall be solely responsible and have control over construction means,methods,techniques, = B..Hole Preparation&Cie
aning Technique f
sequences,and procedures. € 3 Alt site work shall be as indicated on the drawing and stipulated in the specification project summary.. C Adhesive Injection Technique&Dispenser Training/Maintenance
z= D Reber Dowel Preparation and Installation
w - � � ��NERr�� � 4. If necessary,rubbish,stumps,debris,sticks,stones,and other refuse shall be removed from the site and _ E.Proof Loading/Tensile,Tests/Torquing
a o disposed of legally
z Q GROUT:
<p 6 The site shalt be graded to cause surface water flow away from the equipment shelter and monapale areas.
3 a 1- All non-shrink general-purpose grout shall be installed in accordance with the manufacturer's
a recommendations. Contractorfinstallerto follow anchor manufacturer specifications and instructions for use,including but not limited KML.J_
Q.¢ 1 6 No fill or embankment material shalt be placed on frozen ground Frozen materials,snow or ice shall not be _ to the following general procedures {
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w placed in any fill or embankment - { L=E.1I G N U RO U f
F 2 The non-shrink general-purpose grout shall be mechanically mixed for a minimum of ten minutes _ 1- Hole Drilling Procedure
z j i 7 The sub grade shall be compacted and brought to a smooth uniform grade prior to finished surface A Drill holes with rotary impact hammer drills using carbide-tipped bits,hollow drili bit system,andtor core _ kfll IDb.CORl
C= 3 Mix no more grout then can be placed in 10 to 15 minutes application drills using diamond core bits-Drill bits shall be of diameters as specified by the anchor manufacturer. -
+n Unless otherwise shown on the Drawings,all holes shall be drilled perpendicular to the concrete or
mw 4.. Surfaces to receive the grout shall be free of any type of foreign material and bond inhibiting materials.Be 8. All existing inactive sewer,water,gas,electric and other utilities,which interfere with the execution of the masonry surface-
sure repair area is not less than 118"in depth work,shall be removed=d;v; _s� or otherwise discontinued at points which will not interfere
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p z 5 The substrate shall be saturated surface dry with no standing water..Mortar must be scrubbed into substrate 'o u t approval of engineering 2. Hale Preparation&Cleaning 1 ��k1 -.A Holes must be free of debris,dust,water,ice,oil,grease,and other contaminants N.Y.CERTIFICATE OF AUTHORIZATION:0817&4
chat to adhesive
D filling all pores and voids. I 9 The areas afthe Owners property disturbed b the work and not covered b the building or driveway,shall be
P p rtY Y Y 9 Y� injection Instatlertn ensure all holes are properly cleaned using compressed air and steel wire brush,
w(D I graded to a uniform slope,fertilized,seeded,and covered with mulch as specified in the specification of following manufacturer specified methods: !
a.z 6. Typical properties of the grout shall be as follows: t landscape work t
Compressive strength(ASTM C-109 modified) ( p For blowing out the hole,blow out with oil free air until return air stream is free of noticeable dust -
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1 day:3500 psi min{24-1 mpa} 10 The Contractor shall minimize disturbance to existing site during construction Erasion control measures,shall For brushing out the hole,Doty use specified wire brush The brush must resist insertion into the hole.If ? ���c W
r 7 day:6000 psi min(44.8 mpa} f not,brush is too smelt and must be replaced. _
be in conformance with the local guidelines for erosion and sediment control
w w .28 day:7000 psi min(45 3 mpa) i 0
.Flexural strength(ASTM C-293)@ 28 days:2000 psi(13 8 mpa) 3 Cartridge Injection Adhesive Anchors ` I'°(OL T
r 11. All back fill shall be compacted to 95%modified proctor density as determined by ASTM standard test t 9 7 ,, �� �A
W.O •Splitting tensile strength(ASTM C496)@ 28 days:900 psi(6-2 moo) I A Clean all holes per manufacturer instructions to remove loose material and drilling dust riorta installation PLANNING IN BOAR
procedures. P g P
.Bond strength(ASTM C-882 modified)@ 28 days:2200 psi(152 mpa) - ---- _..... --_. -- of adhesive.Inject adhesive into holes proceeding from the bottom of the hole and progressing toward the - - - - -
w w •The Portland cement mortar shall not produce a vapor barrier . �. surface in such a manner as to avoid introduction of air pockets in the adhesive,Follow manufacturer - -
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Density(wet mix):132 tbslau ft{2.2 kgA} - recommendations to ensure proper mixing of adhesive components Sufficient adhesive shall be injected i _ -
q< +Permeability-AA5HT0 T-277 @ 28 days:approximately 500 coulombs - in the hole to ensure that the annular gap is filled to the surface.Remove excess adhesive from the -
Qz 1- Design and construction of all concrete elements shall conform to the latest editions of the following °
-q applicable codes.ACI 301"Specifications for Structural Concrete for Buildings":AG 318"Building Code h '
in 7. All steel bearing plates and main support steel shall be installed once the grout has been leveled and has B For hollow mason applications,contractor to use plastic-mesh screen tubes and inserts,following
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y)a a Requirements for Reinforced Concrete" masonry FP P 9
u w been cured for a minimum of 24 hours The full design equipment load shall be installed after the grout has r r erg cured for 48 hours manufacturer specifications
¢¢ 2 Mix design shall be approved by Owner's representative prior to plating concrete - C..Da not disturb or Toad anchors before manufacturer specified cure time has elapsed i
1 O g D..Observe manufacturer recommendations with respect to installation temperatures for cartridge injection ? -
O F- a lit unit convactof mmn to propose an alternative grout and method of working outside these parameters,
*o this must be presented to the Engineer in writing with a full method statement,material data sheet and =3 Concrete shall be normal weight,6%air entrained(±1 5°I)with a maximum 4"slump,and have a minimum adhesive anchors
z w - 28-day compressive strength of 3004 psi unless otherwise noted. _ 'ram
w installation instructions for his/her approval *N
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a 4 Maximum aggregate size shalt be 1". -- --- -- -- - - - -- -
of y 9.. Failure to comply with this specification could seriously affect the stability of the installation - _ -
$ 1 The General Contractor shall notify the Engineer of Record and Special Inspector of Record when 1 - `
z 1 5 The following materials be anchor work is scheduled to be performed to allow on-site inspection during installation i`
DIVISM1- SECMN 01010 SUMMMY OF WORK: ; s s e use: p �� s 1
Z o Portland cement ASTM C 150,TYPE i -
in J Reinforcement ASTM A 185 2. The General Contractor shall document their work with photographs and/or video during the installation
1. The Contractor shalt review and become familiar with specifications contained in the bid package prepared by t i l Norma weight aggregate: ASTM C 33
z Process demonstrating the above minimum general procedures have been performed,and shall furnish
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KMB Design Group,LLC and the client The Contractor shall e-mail plans@kmbdg comto ensure thatthey i Water Drinkable £ EN
have the latest set of construction drawings prior to commencing any work whatsoever. phokngraptts,videos,andtor fast reports to the Engineer of Record as part of the Special Inspection review I EXPIRATION DATE:06130/25
_? Admixtures: Non-chloride containing and project close�utprocess i NY LICENSE:086064 3/10/25
w 1 2 In the event of a conflict between the bid package specifications and these notes,the provisions of the clients 6 Reinforcing details shall be in accordance with the latest edition of ACI 315. ' NUMBER: ---- ----
�t 3. The Contractor is responsible for the compliance with all items noted Should the Contractor complete '' PROJECT
<_ specifications shalt take precedence P
o' post installed anchor work without notifying the Engineer of Record and Special Inspector of Record to r
o J 7. Reinforcing steel shall conform to ASTM A 615,grade 60,deformed unless noted otherwise Welded wire
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3 The Contractor shall visit the site of the proposed work and fully acquaint themselves with the conditions as -
� fabric shall conform to ASTM A 185 welded steel wire fatrric unless noted otherwise Splices shall be class - ------_. --
0. the exist in order that art restrictions pertaining to the work are understood.All areas and dimensions are j V - F v to aw �-Iry Et' r 0 R md ins- �'shalt SITE INFORMATION:
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B"and all hooks shall be standard,unless otherwise noted.
Z_� indicated on the drawings as accurately as possible,but all conditions shalt be verified by each contractor �`_�or A"-h-fi- path, `� a* to p'n�'O`m anima 'fo 'hO P t t��}tr'�y A ROAD
0)to andtor subcontractor at the site.The failure of the contractor to examine or receive any form,instrument or 8 The following minimum concrete cover shall be provided for reinforcing steel unless shown otherwise an completed in accordance with the stte-specific procedure and test parameters provided by KMB The test may � ��3 V V MAIN
0 z document or to visit the site shall not relieve the Contractor from any obligation with respect to their quoted require installation of additional anchors for task purposes only.Passing test results must be submitted to
drawings _ ORIENT, V ,f G
rice.The submission of a quotation shall acknowledge that the Contractor and their Subcontractors have KMB for Special Inspector review prior to resuming construction This may require the Contractor to remove _ OR N 1 t `r7
rn P 4 9 Concrete cast against earth_. -..3"
Q w full examined the site and know the existing conditions and have made provisions for operating underthe and re-install anchors and repair adjacent affected anchors,andtor temporarily remove and re-install steel or = S U FFOLK COUNTY
o Y 9 P Pa g Concrete exposed to earth or weather. = t
n m conditions as the exist at the site and have included aft necessary items equipment in ardor to test the subject anchors.Testing oFanchors could result in damage to the masonry
z Y ry #fi and larger 2" which will be the responsibility ofthe Contractorto repair in accordance with the Division 4 Masonry Notes- #5 and smaller - - -1 112"
w 4 The General Contractor's responsibilities shall include,but not be limited to,construction of the equipment All associated costs incurred by KMB for inspection,review,testing and coordination shall be responsibility of �
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Concrete not exposed to earth or weather or not cast against the ground:
CZ foundation,including electrical service,telephone conduits,grounding system and coordination with local b and wal 3t4" the Contractor.
w utility companies- E Beams and columns 1 112" DESIGN TYPE --- --- -- --
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5. The antenna installers responsibilities shall include,but not be limited to,cable tray Installation,routing of CO-LOCATION
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ao F Y g ( 9 A 1"chamfer shalt be provided at all exposed edges of concrete,unless otherwise noted,in accordance with ----
s cables from radio equipment to antennas,associated hardware for securing antenna cables,antenna mounts, ACI 30 section 4 2 4, r --- ---
determining supplier of antennas,grounding of antennas to grounding system,installing antennas and _
w¢ verifying with Radio Frequency Engineers,the alignment,location,and proper orientation ofantennaspoll, _ SHEET TITLE
2 z fy'g 4 Y 9P P 10.Installation of concrete anchor,shall be per manufacturers written recommended procedure,the anchor = t
w dowel or rod shall conformtomanufacturers recommendation forembedment depth oras shown anthe = 1 Cadwwildspan : GENERAL NOTES
a i_ 6 The Contractors shalt coordinate construction activities with the building Landlord in order to avoid conflicts - drawing No repar shall be cut without prior engineering approval when drilling holes in concrete. _ A The fetmoationferection shah conform to the requirements of the following codes and specifications,latest
N with current use of the site I edition,unless otherwise noted: f
=w 11 Curing compounds shalt conform to ASTM C-309. .The local building code.
~r= 7. The Owner may have work performed under separate contracts,concurrently,with the work of this contract
.AISC 360 specification for structural steel buildings. }
.� 12.Admixtures shall conform to the appropriate ASTM standard as referenced in ACI-301. .ASTM A992 structural sleet{for all w sections only} SHEET NUMBER: REV.:
Q 8 The General Contractor shall permit access to the project to these contractors to perform their work. i
=z .ASTM A36 structural steel(all other sections)
13 Do not weld or tack weld reinforcing steel i
9. The Contractor shall conform to all applicable local,county,state,and federal codes,laws and requirements, +ASTM A53,type E,grade B,electric resistance welded steel pipe.
j F including OSHA 14-All dowels,anchor bolts,embedded steel,electrical conduits,pipe sleeves,grounds and all other embedded •ASTM 123 zinc(hot-dip galvanized)coatings on iron and steel products
items and formed details shall be in place before start of concrete placement •ASTM 153 aloe coated(hot-dip)iron and steel hardware
10.The Contractor shall apply and pay for the construction permit,certificate of occupancy and all other required •AWS D1-1 structural welding code
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�a 15 Locate additional construction joints required to facilitate construction as acceptable to Engineer.Place .EIAITIA-222 structural standards for steel antenna towers and antenna supporting structures
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FLX16 CABINET TO REMAIN(BELOW) + !f � } CABINET TO REMAIN MANUFACTURER'S SPECIFICATIONS REFER TO
N 1 0 0-5 1 2 4 EPDXY ANCHOR CHART IN GENERAL NOTES
CO3
w 2 ;PROPOSED EQUIPMENT PLAN
'oil 1 X1 7 SCALE:1/4"=V-0" 124x36 SCALE:112"=1'-0"
t �
1.. ALL WORK SHOULD BE DONE IN A NEAT WORKMANLIKE MANNER,LEFT CLEAN AND FREE FROM DEFECTS,AND COMPLETELY 1. GENERAL
OPERABLE THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT AS SCHEDULED ON THE DRAWINGS..ALL MATERIALS SHALL BE NEW I ELECTRICAL LEGEND
AND ALL WORK AND MATERIALS SHALL BE GUARANTEED BY THE CONTRACTOR FOR A PERIOD OF ONE(1)YEAR FROM THE DATE OF A.THE ELECTRICAL CONTRACTOR SHALL FURNISH ALL LABOR,MATERIALS,TOOLS,TRANSPORTATION EQUIPMENT,SERVICES AND -
ACCEPTANCE BY THE OWNER.. FACILITIES REQUIRED FOR THE COMPLETE,PROPER AND SUBSTANTIAL INSTALLATION OF ALL ELECTRICAL WORK ALL FIXTURES, -_... ----. _---_..... - -AT&T
DEVICES,AND EQUIPMENT SHOWN,NOTED OR REQUIRED ON THESE DRAWINGS,ANDIGR CONTAINED HEREIN SHALL BE LIGHTING FIXTURES -
2. ALL WORK SHALL BE CAREFULLY COORDINATED WITH THE LANDLORD AND ALL TRADES INVOLVED,AND THE CONTRACTOR SHALL CONNECTED FROM THE SOURCE OF ELECTRIC POWER TO THE FINAL CONNECTION,TESTED AND MADE READY FOR
PROVIDE PROPER CONNECTIONS.FITTINGS,VALVES,PIPING,ETC..FOR ALL EQUIPMENT FURNISHED BY CARRIER OR OTHER TRADES SATISFACTORY OPERATION V X 4'SURFACE MOUNTED FLOURESCENT FIXTURE WITH WRAP
INVOLVED IN THIS CONTRACT AROUND ACRYLIC PRISMATIC LENS
-
B ALL CONTROL WIRING SHALL 8E FURNISHED BY THE ELECTRICAL CONTRACTOR.OTHER CONTRACTORS SHALL PROVIDE LITHONIA PART NO.LB-332-120-SS8t133+IYC
3. CONTRACTOR SHALL INFORM THE ENGINEER IMMEDIATELY OF ANY CONFLICT DISCOVERED BEFORE PERFORMING ANY WORK STARTERS,ETC..FOR ALL EQUIPMENT THEY FURNISH,UNLESS SPECIFICALLY INDICATED ON THE ELECTRICAL DRAWINGS
RELATED TO SUCH CONFLICT.. ---- LAMPS:(3)F32T8135K ---- ---- - - _ -
G UNLESS OTHERWISE INDICATED,THE ARRANGEMENT,POSITION,CONNECTIONS,ETC SHOWN ON THE DRAWINGS SHALL BE
4. PROVIDE ALL REQUIRED TEMPORARY UTILITIES AND PAY ALL ASSOCIATED FEES AND OPERATING COSTS, TAKEN DIAGRAMMATIC.THE RIGHT IS RESERVED BY THE ENGINEER TO MAKE MINOR CHANGES IN LOCATIONS AND 50 WATT HP.S EXTERIOR WALL MOUNTED FIXTURE Wi PHOTOCELL
ARRANGEMENTS WHEN REQUIRED BY JOB DEVELOPMENT WITHOUT ADDITIONAL COMPENSATION TO THE CONTRACTOR. MOUNT 5'6"A F.G.TO BOTTOM -
5, THE GENERAL CONTRACTORS SHALL PERFORM ALL CUTTING AND PATCHING AS REQUIRED FOR THEIR RESPECTIVE WORK, _ HU88ELL NO NRG-301-120-PG I
INCLUDING STRUCTURALLY FRAMED OPENINGS SHALL BE CUT AND FRAMED BY THE GENERAL CONTRACTOR-ALL HOLES IN D REFER TO THE GENERAL SPECIFICATION,THIS SHEET, -- -- ----
MASONRY FLOORS AND WALLS SHALL BE CORE DRILLED POWER
E ALL WORK SHALL CONFORM TO THE ADOPTED EDITION OF THE NATIONAL ELECTRICAL CODE AND LOCAL,STATE AND APPLICABLE
GROUNDING NOTES CODES HOMERUN TO DESIGNATED PANEL CROSS LINES INDICATE I
-
NUMBER OF CONDUCTORS WHEN MORE THAN TWO{GROUND NOT
1. ALL GROUNDING CONDUCTORS SHALL BE#2 SOLID TINNED COPPER,UNLESS OTHERWISE NOTED F.PROVIDE AS-BUILT DRAWINGS TO OWNER AT CONCLUSION OF PROJECT. f I
INCLUDED}
NUMBER DENOTES CIRCUIT
2 ALL EXTERIOR CONNECTIONS TO GROUND CONDUCTOR SHALL BE EXOTHERMICALLY WELDED(CADWELD) G OBTAIN ALL PERMITS AND APPROVALS FROM AUTHORITIES HAVING JURISDICTION AND PAYING ALL FEES REQUIRED
TRANSFORMER
3. ALL CONNECTIONS BELOW GRADE SHALL BE EXOTHERMICALLY WELDED(CADWELD) H WHEN A UTILITY COMPANY METER IS SPECIFIED,THE CONTRACTOR SHALL OBTAIN ALL ASSOCIATED CUT-IN CARDS,INSPECTIONS, I O
ETC,NECESSARY TO HAVE THE METER SET.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MEET WITH UTILITY COMPANY [
4. CONNECTIONS TO GROUND BARS SHALL BE MADE UTILIZING TWO-HOLE LONG BARREL TYPE STAINLESS STEEL BOLTS,NUTS,AND PRIOR TO CONSTRUCTION TO VERIFY SOURCE OF ELECTRIC SERVICE,TAP AND METER LOCATION- WIRING DEVICES -�
LOCKWASHERS --- --
I.GROUND RING DEPTH SHALL BE 30 INCHES MINIMUM BELOW FINISHED GRADE,OR 6 INCHES BELOW FROST LINE,WHICHEVER IS -DUPLEX RECEPTACLE,20 AMP,125 V.LEVITON NO 5262-I I I
5 CONNECTIONS TO EQUIPMENT AND ENCLOSURES SHALL BE MADE UTILIZING TWO-HOLE GROUND LUGS WITH AN ANTI-OXIDENT THE GREATER DISTANCE 't7 =MOUNT 1'6'A-F.F.TO CENTER
COMPOUND. DOUBLE DUPLEX RECEPTACLE,(2)20 AMP,125 V,LEVITON ----- - --$
2 IDENTIFICATION: ----.---- NO.5262-1 MOUNT 1'6"A F F TO CENTER
6, THE GROUNDING SYSTEM SHALL BE TESTED UPON INSTALLATION.THE MAXIMUM RESISTANCE TO GROUND SHALL NOT EXCEED 5 20 AMP,125 V.DUPLEX RECEPTACLE Wl GROUND FAULT L._._.1 -----.. --
O OHMS. A PROVIDE TYPEWRITTEN DIRECTORIES FOR PANELS,INDICATING USE OF EACH BRANCH CIRCUIT AND DESIGNATING SPARE I INTERRUPTER LEVITON NO.6599 Wt LOCKING COVER 5977 I
-O CIRCUITS.HANDWRITTEN DIRECTORIES ARE NOT ACCEPTABLE- '
z
4a t= 7 WHERE GROUNDING CONNECTIONS ARE MADE TO PAINTED METAL SURFACES SHALL BE SCRAPED CLEAN TO BEAR METAL TO �1 SINGLE POLE,20 AMP TOGGLE SWITCH LEVITON NO CSB 1-20
z INSURE PROPER CONTACT-SURFACES SHALL BE RESTORED TO MATCH ORIGINAL FINISHES. B LABEL ALL CONDUITS AND WIRES WITH THEIR ASSOCIATED CONDUIT AND CIRCUITiTERMINAL NUMBERS-MARKERS TO BE AS MOUNT 4'-D"A.F.F..TO TOR.. g
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0-25
ISSUED FOR .. dE5
z MANUFACTURED BY SETON NAMEPLATE CORP.,OR EQUAL TWO-POLE,20 AMP TOGGLE SWITCH LEVITON NO.CSB 2-20 PERMIT FILING
< 8 ALL BENDS IN GROUNDING CONDUCTORS SHALL NOT BE LESS THAN A 12"RADIUS..
w .MOUNT 4'-0"A-F.F TO TOR. INITIAL SUBMISSION '
o G.ALL PANELBOARDS,SWITCHES AND OTHER EQUIPMENT ENCLOSURES SHALL BEAR ENGRAVED NAMEPLATES AS MANUFACTURED - 02.2i-25 ; AAB dEs
m 9.. BOND ALL METALLIC RACEWAYS,EQUIPMENT ENCLOSURES,AND BOXES BY SETON NAMEPLATE CORP.,OR EQUAL LETTERING TO BE 112 INCH HIGH WHITE LETTERS ON BLACK BACKGROUND UNLESS MOUNT
4'AMP TOGGLE SWITCH LEVITON NO..CSB 3-20 ? -- I
NOTED OTHERWISE. MOUNT 4'-D"A F F TO TOP. - I -
o 10.ALL BONDING CONDUCTORS SHALL BE#6 AWG.STRANDED INSULATED COPPER. REV, DATE REVISION ?RAWN CHKD.
w a 3.. RACEWAYS: AUXILIARY SYSTEMS _. _... s_ DESCRIPTION BY I BY
11 CABLE TO CABLE CONNECTIONS SHALL BE EXOTHERMICALLY WELDED(CADWELD) '
A MINIMUM CONDUIT SIZE SHALL BE 314"UNLESS OTHERWISE NOTED ON THE DRAWINGSI ICEIUNG MOUNTED IONIZATION SMOKE DETECTOR
m
10 w 12 CABLE TO STEEL CONNECTIONS SHALL BE EXOTHERMICALLY WELDED(CADWELD),UNLESS OTHERWISE NOTED. I
-U B EXPOSED RACEWAYS SHALL BE RUN TRUE,PLUMB,AND PARALLEL OR PERPENDICULAR TO BUILDING LINES } I CEILING MOUNTED PHOTOELECTRIC SMOKE DETECTOR
p \J z
z w 13 USE OF NINETY DEGREE BENDS SHALL BE AVOIDED,BENDS SHALL BE FORTY FIVE DEGREES WHERE POSSIBLE ---. --_ ---_ ----.
w C CONDUIT SUPPORTS SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10 FEET APART.. I
a 0 14..BOND ALL SERVICE RACEWAYS,EQUIPMENT ENCLOSURES,METER FITTINGS,BOXES,AND METALLIC RACEWAYS IN ACCORDANCE ( ;SELF-CONTAINED COMBINATION EMERGENCY LED LIGHT W!(2)
z< WITH SECTION 25D.92 OF THE NATIONAL ELECTRIC CODE 4.. WIRING METHODS: T LAMPHEADS-
> { DUAL-LITE NO;LTSRW
J A SINGLE CONDUCTOR CABLES SHALL BE USED FOR FEEDERS AND BRANCH CIRCUIT WIRING.MINIMUM SIZE WIRE SHALL BE#12 ( --- --_ ------- ____
a KMB
AWG UNLESS OTHERWISE INDICATED AND SHALL BE SIZED TO CONFORM TO NORMAL NEC VOLTAGE DROPS.WIRE SIZES#10 AWG GROUP
Q FIRE ALARM PULL STATION MOUNT 48"AFF TO TOP �C����lS[lV l�i
AND SMALLER SHALL BE SOLID,#8 AWG AND LARGER SHALL BE STRANDED.ALL CONDUCTORS SHALL BE COPPER0 it
.. E V U
f FIRE ALARM HORN 1 STROBE.MOUNT 80"A F F TO TOP.
c9 w B CONDUCTORS SHALL BE CONTINUOUS FROM ORIGIN TO PANEL OR EQUIPMENT WITHOUT SPLICES.WHERE TAP SPLICES AREZ>
I<ill�Cj.CO11T
NECESSARY AND APPROVED,THEY SHALL BE MADE WITH SUITABLE CONNECTORS IN JUNCTION BOXES. --- ---- --
EQUIPMENT
o C.PHASE CONDUCTORS SHALL BE IDENTIFIED WITH THE FOLLOWING COLOR CODED TAPE AT BOTH ENDS:
m h DISCONNECT SWITCH 30=AMPRATING - -
Y N 120/M VOLTS 2771460 VOLTS NF=NON-FUSED
0:J PHASE A BLACK BROWN ---- ---- ---- ----
�Ei PHASE B RED ORANGE [ N Y.CERTIFICATE QE AUTHORIZATION:0817$4
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m o PHASE C BLUE YELLOW _ _ --.. ---.
ow.z NEUTRAL WHITE WHITE WITH GREY STRIPE PANELBOARD '��,
w q GROUND GREEN GREEN '
-MOTOR-OPERATED DAMPER
?w D-PROVIDE FIRESTQPPING AROUND ALL CONDUITS AT WALL AND FLOOR PENETRATIONS. = -
c m E SEAL ALL EXTERIOR WALL PENETRATIONS AS REQUIRED / MOTOR -
Q F..THE CONTRACTOR SHALL CONCEAL ALL CONDUIT ROUTING PASSING THROUGH FINISHED AREAS.CONDUIT ROUTING THROUGH GROUNDING
im C UNFINISHED AREAS SHALL BE SUPPORTED AS SPECIFIED IN DRAWINGS UNLESS CLEARLY SPECIFIED,NO CONDUITS SHALL BE
w w ---_ ----.-_ ----_
co
ROUTED ON EXTERIOR SURFACE OF BUILDING.
#2 SOLID TINNED COPPER UNLESS OTHERWISE NOTIFIED
z} G.UNDERGROUND CONDUITS SHALL BE A MINIMUM OF 24"BELOW FINISHED GRADE.ALL UNDERGROUND WORK SHALL BE ---- -- -- --
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m a DOCUMENTED BY PHOTOGRAPH BEFORE ANY BACKFILL IS BEGUN.PHOTOS WILL BE REQUIRED AT TIME PUNCHLIST IS EXOTHERMIC WELD CONNECTION g
w z PERFORMED.FEEDERS SHALL BE INDIVIDUAL CONDUCTORS IN SCHEDULE 40 PVC,DIRECT BURIAL CONDUIT,WHEN BURIED *^�`
O g CONDUITS ARE SUBJECT TO VEHICULAR TRAFFIC,CONDUITS SHALL BE ENCASED IN CONCRETE ALL SWEEPS BELOW GRADE MECHANICAL CONNECTION,DOUBLE-CRIMP"£"TYPE f-
0.F SHALL BE SCHEDULE 80 PVC- -- __-- ---. -.... - -
H o H ALL FEEDERS RUN INDOORS SHALL CONSIST OF EMT WITH INDIVIDUAL CONDUCTORS.FLEXIBLE METALLIC CONDUIT(MC)SHALL MASTER GROUND BAR =- '£
w BE USED WHERE STRUCTURAL MEMBER PROHIBIT CONDUIT MC MAY ALSO BE UTILIZED FOR LIGHTING WHIPS,BRANCH CIRCUITS ---. --- -------- t
2. AND OTHER MISCELLANEOUS APPLICATIONS PERMITTED BY CODE. INSULATED GROUND BAR RO
f z -- ----. -_
I. ALL FEEDERS IN"DAMP"OR"WET"LOCATIONS SHALL CONSIST OF INDIVIDUAL CONDUCTOR IN RIGID GALVANIZED STEEL OR RIGID ['y ,,�{{{
ALUMINUM CONDUIT..LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE UTILIZED WHEN CONNECTING TO EQUIPMENT UNINSULATEO GROUND BAR Men
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O CABINETS AND VIBRATING EQUIPMENT.THE MAXIMUM LENGTH FOR FLEXIBLE CONDUIT SHALL BE 5'-0"- 1 1(�,�,jj/
a 518"x t0`COPPER CLAD GROUND ROD
5. WIRING DEVICES: 'L,r - PROFESSIONAL ENGINEER
w EXPIRATION DATE:06/30/25
=z A.SWITCHES,RECEPTACLES AND OTHER WIRING DEVICES SHALL BE SPECIFICATION GRADE OF TYPE,SIZE AND RATING INDICATED -- NY LICENSE:085064 3110125
o-- ON THE DRAWINGS. THE CONTRACTOR IS REQUIRED TO CONTACT AND MEET WITH THE ------ ----.
iL UTILITY COMPANIES PRIOR TO STARTING CONSTRUCTION.THIS IS PROJECT NUMBER:
6. DISCONNECT SWITCHES: NECESSARY TO VERIFY THAT FOLLOWING UTILITY POINTS HAVE '2 �1�'fL1Q�7 ttQ
a REMAINED CONSISTENT WITH THE CONTRACTOR DOCUMENTS: J !tT1E?LtVQ
a'2� A.SWITCHES SHALL BE QUICK-MAKE,QUICK-BREAK NEMA 1 FOR INDOOR USE AND NEMA 3R FOR OUTDOOR USE AS MANUFACTURED SITE INFORMATION:
06 $Y GENERAL ELECTRIC,SQUARE D OR EQUAL ELECTRICAL CONTRACTOR TO PROVIDE ALL SAFETY DISCONNECTS `TELEPHONE DEMARCATION POINT MAIN
ELECTRICAL SERVICE TAP POINT 23300AI NOAD
7. SPECIAL REQUIREMENTS: 'NEW UTILITY METER LOCATION ORIENT,M NY
R1 15
A THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL POWER AND CONTROL WIRING FOR EQUIPMENT FURNISHED S U FFOLK COUNTY
UNDER HVAC,PLUMBING AND GENERAL TRADE SECTIONS
B.ALL WORK REQUIRING AN OUTAGE OT INTERRUPTION OF SERVICE(POWER,TELEPHONE)SHALL BE SCHEDULED ONLY AT SUCH P�s A#'10107568
TIME PERMITTED BY OWNER f
IS 8. LIGHTING FIXTURES AND LAMPS _ _. -_ DESIGN TYPE: ---_ ----.
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A LIGHTING FIXTURES SHALL BE FURNISHED COMPLETE WITH NECESSARY HARDWARE AND LAMPS GO-LOCATION
SHEETTITLE:. ----._... ---_ -
9 PANELBOARDS _ GENERAL
A PANELS SHALL BE BOLTED-ON MOLDED CASE CIRCUIT BREAKER TYPE WITH DOORS AND LOCKS i 0 2
B ALL CONDUCTOR TERMINALS SHALL BE U L LISTED FOR MINIMUM OF 75'C O THOL TOWN INFORMATION
- 10 TRANSFORMERS: PLAWNING BOARD --_
SHEET NUMBER: REV:
A TRANSFORMERS SHALL BE DRY TYPE WITH AVERAGE TEMPERATURE RISE NOT TO EXCEED 150°C(115-C)(80`C)
hm B TRANSFORMERS SHALL BE AS MANUFACTURED BY SQUARE D,GENERAL ELECTRIC OR SIEMENS. E01
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19 ' €3 11 1. GROUNDING IS SHOWN DIAGRAMMATICALLY ONLY. -
2. CONTRACTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE SYSTEM.
I GROUNDING SHALL BE IN COMPLIANCE WITH NEC SECTION 250 AND
0 202 AT&T GROUNDING AND BONDING REQUIREMENTS(ATT-TP-76416)AND
MANUFACTURER'S SPECIFICATIONS.
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PLA.NNIN BOARD CONDUCTORS SHALL BE USED.
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SUPPRESSION - SUPPRESSION
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AND PROPERLY CONNECTED TO MASTER GROUND BAR.
7. CONTRACTOR TO REPLACE AND/OR REPAIR ALL GROUND CONNECTIONS
I AS REQUIRED TO ENSURE A SUITABLE GROUND CIRCUIT EXISTS.
A. EXTERIOR GRUb112_1 RIN #2 AWG SOLID COPPER,BURIED AT A DEPTH r
OF AT LEASE 30 BELOW GRADE,OR 6"BELOW THE FROST LINE AND
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1 I a a ;B. 0 R QUID R#IG THE GROUND RING SYSTEM SHALL BE INSTALLED
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t i ' ' f SEPARATE SYSTEMS HAVE BEEN PROVIDED FOR THE TOWER AND = ;
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Z I I A N N BUILDING.AT LEAST 2 BONDS SHALL BE MADE BETWEEN THE TO A � I
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_., I INITIAL SUBMISSION
02 _ 02-21-25 I AA8 JES
NOT FOR CONSTRUCTION
AREA.ALL NON-TELECOMMUNICATIONS RELATED METALLIC OBJECTS t
zo -- -g - --��- --_-- - FOUND WITHIN A SITE SHALL BE GROUNDED TO THE INTERIOR GROUND REVISION ,cHKD.
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a o (ATT—TP-76416 7.6.4
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Q o (AS NEEDED) E. GROUND RING: UL LISTED COPPER CLAD STEEL.MINIMUM 5/8"�BY
Q> 8'-0"LONG.ALL GROUND RODS MAY BE INSTALLED WITH INSPECTION
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_F. BE FENCE GROUND BAR: POINT OF GROUND REFERENCE F
TOWER EXIT GROUND BAR g ALL.COMMUNICATI S EQUIPMENT FRAMES.ALL.BONDS ARE MADE WITH kmbdg com
#2 AWG STRANDED GREEN INSULATED COPPER CONDUCTORS.BOND TO
GROUND RING WITH(2 #2 SOLID TINNED COPPER CONDUCTORS.
(ATT-TP-76416 7.6.7)
aW t G. HAT H P AR_ BOND TO THE INTERIOR GROUNN RING
Z = WITH aw STRANDED GREEN INSULATED COPPER CONDUCTORS. N.Y of aurHOlxrzATION:081784
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w< TO THE INTERIOR GROUND RING USING(2)#2 AWG STRANDED GREEN 111,11
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I I, T I #2 A SOLID TINNY COPPER BOND TO I
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wz AND EXTERIOR w02
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i I RING REQUIRE A#6 AWG STRANDED GREEN INSULATED COPPER BOND PROFESSIONAL ENGINEER
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3 I GROUNDING. METAL FEN WITHIN 7'-0"OF THE
w z M. FENCE - N - - - - NY LICENSE:086064 3/10125
W e EXTERIOR GROUND RING OBJECTS BONDED TO THE EXTERIOR
GROUND RING SHALL BE BONDED TO THE GROUND RING WITH A#2 PROJEGTNUMBER:
0- ' SOLID TINNED COPPER CONDUCTOR AT AN INTERVAL NOT EXCEEDING 331.7618.LO8
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o a 25'-0".BONDS SHALL BE MADE AT EACH GATE POST AND ACROSS SITE INFORMATION:
o GATE.OPENINGS (ATT--TP-76416 7.12.2.223300 MAIN ROAD
N. RI L I LIT B SHALL
BE BONDED 'HEXTERNAL TO OR EXTERIOR GROUND RING. ORIENT, Y 11957
0 0 TO E BUILDING` SUFFOLK COUNTY
(A TP-76416 712.2
z m ! 0. I L PP : EACH ICE BRIDGE LEG SHALL BE BONDED TO
Y THE GROUND RING WITH 2 A BARE TINNED COPPER CONDUCTOR. FA#:10107568
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PROVIDE EXOTHERMIC WELDS AT BOTH THEICE BRIDGE LEG AND
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oZ _-_ r P. DURING ALL DC POWER SYSTEM CHANGES(INCLUDING }C SYSTEM CO-LOCATION
Z= � � CHANGE OUT,RECTIFIER REPLACEMENTS OR ADDITIONS,BREAKER
DISTRIBUTION CHANGES,BA
w a TTERY ADDITIONS.BATTERY REPLACEMENTS SHEET TITLE:
�z - AND INSTALLATIONS OR CHANGES TO DC CONVERTER SYSTEMS)IT GROUNDING ONE LINE
Ot SHALL BE REQUIRED THAT THE SERVICE CONTRACTORS VERIFY ALL DC
° i F POWER SYSTEMS ARE EQUIPPED WITH A MASTER DC SYSTEM RETURN DIAGRAM(ALL SECTORS)
GROUND CONDUCTOR FROM THE DC POWER SYSTEM COMMON RETURN
EXTERIOR GROUND RING ----------- --�....�-�� -��� ����.��. �����- -. ������ � �#��. �.-��
BUS DIRECTLY CONNECTED TO THE CELL SITE REFERENCE GROUND BAR SHEET NUMBER: REV:
0 (CRGB PER TP76300,SECTION H6 AND TP76416 FIGURE 7-11
REQUIREMENTS).
Q. ANTENNA PIPE MASTS WHICH ARE NOT BONDED TO A SECTOR FRAME
I MAY USE GA- .CLAMPS.
-- 2 'LEGEND AND NOTES
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w"_' PROJECT NUMBER: -
331.7618.LO8
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From: Michaelis, Jessica
Sent: Monday, June 16, 2025 7:56 AM
To: Westermann, Caitlin
Subject: FW: [SPAM] - NY Southold ATT 23300 Main Rd (Orient) Mods
From:Steve Webster<steve@cityscapegov.com>
Sent: Friday.,June 13, 2025 6:08 PM
To: mcurry@airosmithdevelopment.com
Cc: paige@cityscapegov.com; elizabeth@cityscapegov.com; Michaelis,Jessica <jessica.michaelis@town.southold.ny.us>
Subject: [SPAM] - NY Southold ATT 23300 Main Rd (Orient) Mods
Michelle,
I have reviewed the materials submitted with this site modification application and found the following
discrepancies that need to be addressed:
Only the cover page of the SA is in the scanned file. We need the entire SA report.
The concealed pole equipment fit analysis report lists equipment that isn't in the CD's.
10 According to the SA,the canister needs to be expanded to meet structural, but the fit analysis report
states that the proposed equipment will fit within the existing canister shroud. In addition, the CD's
don't show any changes to the canister shroud. Expanding the shroud diameter will likely require
additional zoning/permitting above what can be allowed under 6409.
One these document(s) have been fixed, I will need to have clean PDF copies of the CD's, SA,fit report and
RF/EIVIE report.
Thanks and have a good weekend.
Steve Webster
CityScape Consultants
ATTENTION: This email came from an external source. Do not open attachments or click on links from
unknown senders or unexpected emails.
I k 1V
11 0 121102D
SOUTHO D TOWN
Ja `U�� V. """ , ""w► fA1R#,,SM11, H.
DEVELOPMENT
June 5 2025 ,
Town.of Southold
Department of Building
54375 Maim Rd
PO Box 1179
Southold,New York 11971
F,: New Cingular Wireless P C ,LLC ("AT&T")building permit application
("Application") for equipment upgrades at the existing wireless telecommunications facility
23300 MAIN ROAD (JET NY 11957
Dear Sir/Madam:
AT&T is seeking to perform equipment upgrades to the above-referenced existing
telecommunications Facility. We are submitting this application as an eligible facilities request
under Section 6409,referenced below. Please find enclosed the following documents in support
of our application to obtain the building permit:
1. Building Permit Application
2. Signed and Stamped Construction Drawings
3. Mount Analysis
4. Certificates of Insurance from.General Contractor- 4 ww
eet on,6409 of'the Federal Middle Class Tax Ret'liefand Job,Creation,Act( ect6409")was,
adopted in 2012. Linder Section 6409, our city retains discretionary zoning review over the
adap y ty
construction of new towers,but simple collocations and/or equipment upgrades at existing
telecommunications facilities must be approved. The new law provides that:
"a State or local government may not deny, and shall approve, any eligible facilities
request for a modification of an existing wireless tower, rooftop or base station that does
not substantially change the physical dimensions of such tower, rooftop or base station."
(Emphasis added.)
The federal law defines an"eligible facilities request"as "(A.) collocation of new transmission
equipment-- (B) removal of transmission equipment; or(C) replacement of transmission
equipment." (:Emphasis added.)
Also,,the Federal Communications Commission issued a Wireless Infrastructure Report
and Order on October 17, 2014 ("FCC Order")which established regulations that clarify
and streamline the municipal approval process for eligible facilities requests under Section
6409. A copy of the FCC Order is enclosed herewith.
0
The FCC Order clarifies that Inumcipal review of an eligible facilities request is limited to
determining whether the request falls within Section 6409:
"a State or local government may require the applicant to provide documentation
or information only to the extent reasonably related to determining whether
the request meets the requirements of this section [Section 6409]. A State or
local government may not require an applicant to submit any other
documentation, including but not limited to documentation intended to illustrate
the need for such wireless facilities or to justify the business decision to modify
such wireless facilities."47 C.F.R. 1.40001(c)(1) (Emphasis added).
%aci 0, '0lit*,t S %t-under Section 6409
AT&T's,A, ation is,an "Efig'.le'Fi Req e
AT&T's application qualifies as an eligible facilities request under Section 6409 because the
proposed installation involves "a modification of an existing wireless tower, rooftop or base
station that does not substantially change the physical dimensions of such tower,rooftop or base
station."
As shown on the plans prepared by PM&A dated March 06, 2025, AT&T's proposed installation
consist principally of the following elements:
AT&T will have all equipment changes to be made at the same height on the monopole on the
existing mounts.No *increase to the size of the ground space.
Accordingly, AT&T's installation involves the collocation and replacement of new
transmission equipment that will not increase the height of the 'installation nor the
dimensions of the equipment compound. As a result,the installation"does not substantially
change the physical dimensions of such rooftop or base station." Therefore,these proposed
equipment upgrades constitute an"eligible facilities request"under Section 6409, and must be
approved. Timeline for,Rev,'',*tew"and ,,Lk�pp�ro'v',,a,I
We would like to highlight an important timing requirement for processing this application. The
FCC Order determined that a municipality must act on an eligible facilities request within
sixty(60) days of receiving the application. 47 C.F.R. 1.40001(c)(2) (Emphasis added).
(Cote,the sixty (60)-day period is also known as the"Shot Clock"). Thus,the city must approve
this application within sixty (60) days of its receipt. The FCC Order provides that upon a
municipality's failure to act prior to expiration of the Shot Clock,the"request shall be deemed
granted" and AT&T Will be legally entitled to proceed with construction. 47 C.F.R.
1.40001(c)(4) (Emphasis added).
Note that the FCC Order does allow the Shot Clock to be tolled if an application is 1 0 ncomplete.
However, in order to do so, a municipality must provide written notice that the application is
incomplete within thirty (30) days of the submittal. 47 C.F.R. 1.40001(c)(3)(i). The notice must
44clearly and specifically" describe the missing documents or information, 47 C.F.R.
1.40001(c)(3)(i), and, as previously mentioned, such documentation must be necessary to the
determination of whether the application qualifies as an eligible facilities request. If the
municipality requests additional *Information after the first thirty (30) days have passed, we Will
still provide any "reasonably related" information allowed under the FCC Order, but the Shot
Clock will not be tolled.
In light of the foregoing, AT&T respectfully requests that its proposed equipment upgrades be
approved. In the meantime, if you have any questions, please feel free to call or email me.
Thank you for your cooperation.
Sincerely,
Michelle Curry
Afro smith Development
318 West Avenue
Saratoga Springs,New York 12866
(732) 503-0869 cell/(518) 306-1711 fax
E-mail:
..........
TOWN OF SOUTHOLD BUILDING DEPARTMENT
-0959
Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971
ups"
Telephone(631) 765-1802 Fax(631) 765-9502 wwwsoudioldtownn
Y-19 01V
................
Date Received
APPLICATION FORBU LD NG PERMIT
A
For Office Use Only
PERMIT NO. Building lnspector:, JUN 2)�0125
NNW
Applications and forms must be filled out in their entirety. Incomplete T)q�pz en
applications will not be accepted. Where the Applicant is not th e owner an
1'ow
Owner's Authorization form(Page 2)shall be completed.
Date:6/4/25
OWNER(S)OF PROPERTY:
Name:Orient First District SCTM#1000-18-5-13.8
Project Address:2300 Main Rd
Phone#: Email:
Mailing Address:
CONTACT PERSON:
Name:Ai rosmith Development
Mailing Address: WtoSrings 12866A p
Phone#:732-503-0869 Email:mcurry@airosmithdeviopement.com-
DESIGN PROFESSIONAL INFORMATION:
Na me:KMB
Mailing Address:1800 Rt 34 Suite 209 Wall, NJ 07719�
Phone#:732.280.5623 x5057 Email:tmazur@kmbdg.com
CONTRACTOR INFORMATION:
Name:Cu rre nt Commu nications
Mailing Address:265 Willowbrook Rd Unit 4 Freehold NJ 077`' 8
...........
Phone N704) 794 223 Email:max.bona er cu rrent-com m com
DESCRIPTION OF PROPOSED CONSTRUCTION
F-lNewStructure nAddition 10RAlteration FIRepair MDemolition Estimated Cost of Project:
MmOtherTelecom $,10000
Will the lot be re-graded? F-1Yes No Will excess fill be removed from premises? ElYes iR No
1
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EMMEIFCC Comghapce Report
June 4, 2025
FA
1 10107568
AT&T Site No Orient Point
23300 Main Road
Orient, NY 1.1957
Site Location Suffolk County
41.1428 N
-72.2988
multi-Licensee Fddli,(y Yes
j FCCStandard (SET Bulletin 65 Edition 97-01
A S,E EI OSHA Standard Std C95.1/1910.97
Site Classification Tower
1
Structure Type Stealth Flagpole
AT&T will be compliant with FCC
,5��►teme�ntc�f� � c�e Rules and Regulations.
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Table of Contents
1.0 Scope 4 41 ww 0 ww IMF#NV*J##iN*4 o#*%Ri wm WM*WWA IMWI Flo#*a* NI uW1Y W*Mbm01.E ANNM**B 1MXti W4 N h 1.01.4**1 a,*iMA 11 IN W P•f A *M4 fib*AI#*MM#u M,mw*Rim 4#(X*#*Am W 6 64 MR w A 3
2.0 Introduction.........meow..I0*.FW*M#N****AWNN,wr#+..i...r..WO4MA M#b'.. 'Wvw ".ns''N.*4 w "MM*#NI*%'w,Wski*wv.RIM#*44*.rN.WIN*IN w ..nF#mM s4 N,4'1 3
3.0 Background on FCC PE lRai m its......................... iM'w w 4 MAr M a #a WM w m M**R,j*IN WIN W,W w 1 Y WG MW IIR XV 1.iW"0'*B d 2ii i4M M4 w M w 4,6 0 4,6 IN W#I b 41 P*IN 41 a AM,IN MW V,.M IM*MI M Nr ■
4.0 Results and 6
5.0 Appurtenance Configuration..............................�..VM�.......wm'P*#*I***#WwwIA#*.w.. �Mw...M IN**#.Nam 4�w...IN.aM*0.*#*..*M**Nm*10*-NM,7
6.0 Certifications..........W.mMMM.Ww...M N4M..MM MY.I IBM,W..WaW FML MVo MhN WMM NAM,*'aNIIN#....M.d6 Mu.wwtiMMW......OM,.MMxa.m.fiP.M.Mw.....w* **MW w1MWM4.N.I miM A.WM.
7.0 APPENDIX A-Predictive Modeling Technique ........ 10
FA: 1010756
AIR*SMITH
ENGNFEERHNG
1.0 Scope
Airosmith Engineering has been requested to perform an analysis on the proposed AT&T Mobility antenna
installation as compared to the FCC limits on Maximum Permissible Exposure (MPE) as outlined in FCC's
CET Bulletin 65.The theoretical RF Emissions were analyzed using IXUS analysis software.Selected output
from the analysis is included in this report.
2.0 Introduction
Radio Frequency (RF) signals are electromagnetic waves and are characterized by their cycle time
(wavelength)which is measured in meters. Frequency is defined as the number of complete cycles a wave
can complete per second, which is called a Hertz. An illustration of the inverse relationship between
wavelength and frequency of RF signals is shown in Figure 1 belowM.AT&T operates within several different
frequency spectrum bands including,but not limited to:700MHz,850MHz,1900MHz,2100MHz,2300MHz,
and 3.7GHz.When considering field strength of an RF signal note that the power decreases as the distance
from the antenna decreases.
Figure 1: Radio Frequency Spectrum
Cordless Cordless Cordless,
Shortwave Radio Phones Phones Phones
AM Band Aircraft Microwaves
V
�PJ
V µid J �j u V �o
CB, VHF -�-yVVHF UHF P.C.S.Phones
TV+D� 1 +D I W+D I v
Ham Ham Pagers Cellular Phones
FM Band
0.3 Mhz 3 Mhz 30 Mhz 300 Mhz 3000 Mhz
As the frequency increases,the wavelength of the transmitted signal decreases
Mhz=Megahertz=Millions of cycles per second
The FCC exposure guidelines are applicable to radio frequency spectrum between 300kHZ and 100GHz.The
FCC's exposure guidelines are further discussed in Section 3.0,but it is important to note that the exposure
limits are conservative and incorporate a substantial margin for safety.
[1] Federal Communications Commission,A Location Government Official's Guide to Transmitting Antenna RF
Emissions Safety:Rules,Procedures,and Practical Guidance,tune 2,2000.
FA: 101.07568
ENGINEERING
3.0 Background on FCC IVIPE Limits
Sind 1985, the FCC has had guidelines in place to evaluate human exposure to RF emissions. The most
recent guidelines were adopted in 1996 and incorporate limits for the maximum permissible exposure
(MPE) in terms of bath electric and magnetic field strength and power density. Frequencies from 300kHz
to 100GHz are considered as part of these guidelines.These FCC Guidelines are documented in OET Bulletin
05 and are based on the exposure limits recommended by the National Council on Radiation Protection
and Measurements (NCRP), the Institute of Electrical and Electronics Engineers, Inc (IEEE), and the
American National Standards Institute(ANSI).
For the purposes of determining exposure risk and the resulting compliance,the FCC Guidelines consider
two tiers of exposure:occupational/controlled exposure, and general population/uncontrolled exposure.
Occupational/controlled: these limits are to be considered when a person is exposed to RF
emissions as a consequence of their employment. Additionally,this person must have been made
fully aware of the potential exposure and has the ability to exercise control over their own
exposure.
General population/uncontrolled:these limits are to be considered in all other situations. Namely,
when an individual may be exposed to RF emissions without being aware. This can happen as a
consequence of their employment or not. Additionally, this person does not have the ability to
exercise control over their exposure.
The FCC limits for maximum permissible exposure are derived from a whole-body averaged specific
absorption rate(SAR). The limits incorporate safety factors in order to implement extra precautions when
considering the protection of the population that may be at risk. Additionally,the limits set by the FCC are
based on data that has determined there are certain ranges of frequencies where the human body absorbs
RF energy more efficiently:this frequency range is 30-300M Hz.
The specific MPE limit per frequency range is provided in the table below in terms of Electric Field Strength
(V/m), Magnetic Field.Strength (A/m),and Power Density(mW/cm2). it should be noted that the limits are
more restrictive for the General Population/Uncontrolled exposure.
FA: 10107568
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........... ITH
�E 11111 G 111111 E E R��114 G
(A) Limits for Occupational/Controlled Exposure
Frequency Electric Field Magnetic Field Power Density Averaging Time
Range Strength (E) Strength (H) (S) JE12'I or H12 S
(V/111) (Ahu) (niw/clu�) (nintutes)
0.33-3.0 614 1.63 (100)* 6
.�).0_30 1842/f 4.89/f (9001f)* 6
3 0-3 0 0 61.4 0.163 1.0 6
300-1500 f/3"0 0 6
1500-100,000 5 6
(B) Limits for General Population/Uncontrolled Exposure
..... ......
Frequency El ectric Field Mapletic Field Power Density Averaging Time
Rmi,ge Strength (E) S treugth (ED (S) JEJ'.111f or S
(NH-IZ) (V/M) (A/m) ( ) (tuinutes)
0.31-1.3 4 614 1.G3 (100)* 30
1.334-30 824/f 2.19/f (180/f2)4- 30
30-300 27.5 0.073 0.2 30
300-1500 f/1500 30
1500-100,000 1.0 30
................
=-fi-eq i te ncy in MHz *Plalle-wave equivalent power density
The most common way to determine the compliance of a site is to compare the RF power density to the
Maximum Permissible Exposure Limits outlined in the tables above, and to represent it as a percentage of
the limit. This is shown graphically below in Figure 2.
Figure 2: FCC Limits for Maximum Permissible Exposure(MPE)
Plane-wave Equivalent Power Density
77 ...................... 7_ Imft 10
1,000 7
OccupationallControlled xposure
General PopulationlUncontrolled Exposwe
...... .....
10
0.1 t
0,03 0,3 3 30 300 3,000 30,000 300,000
1.34 1,500 100,000
Frequency(MHz)
FA: 10107568 5 P a g e
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It is important to note that the FCC rules specifically state that compliance is the shared responsibility of all
licensed transmitters on a site if their power density levels are equal to or greater than 5%of the exposure
limit in an area. when conducting predictive modeling, applicants are expected to make a "good faith"
effort in factoring in the other transmitters on site.
References:
47 CFR, FCC Rules and Regulations,. Part 1 (Practice and Procedure), Section 1..1.31.0 (Radiofrequency
radiation exposure limits).
FCC Office of Engineering and Technology (OET) Bulletin 65, "Evaluating Compliance with FCC Guidelines
for Human Exposure to Radiofrequency Electromagnetic Fields', Edition 97-01,August 1997.
IEEE Std C95.1.-201.9, "IEEE Standard for Safety Levels with Respect to Human Exposure to Electric,.
Magnetic,and Electromagnetic Fields,0 Hz to 304 GHz".
4.0 Results and Conclusions
Upon reviewing the results of this analysis, the calculated non-ionizing radiation for this proposed AT&T
antenna installation is considered COMPLIANT when compared to General Population FCC exposure
limitations. In ,addition,when considering AT&T and all ether transmitters on the tower,the overall site is
considered COMPLIANT when compared to the general Population FCC exposure limitations.The analysis
results are summarized below.
General Results
AT&T Maximum General Population MPE% 2.362%at Ground Level
5.231%at A acent Roof Level
All Sources Maximum General Population MPE% 3.927/at Ground Level
8.341.% at Adjacent Roof Level
AHRWSMITH
ENGINEEMING
5.0 Appurtenance Configuration
Colocator Data: M Estimate ❑Actual Data /A
Operator Ant Z Centerline Antenna Type,Manufacturer,&Model Frequency Total TPO(W) Az °)
ID Elev. Band
AT&T Al 78 Panel/CommScope/KWSS-65A-113 LTE 700 B14 60 75
AT&T Al 78 Panel/CommScope/KWSS-65A-R3 LTE 700 60 75
..... ....
AT&T Al 78 Panel/CommScope/KWSS-65A-113 3.5GHz 120 75
AT&T Al 78 Paned/CommScope/KWSS-65A-113 4GHz 120 75
AT&T Al 78 Panel/CommSco a/KWSS-65A-R3 LTE 1900 180 75
h
AT&T Al 78 Pane!/CommSco ejK1JVSS-65A-R3 LTE 2100 180 75
w
AT&T A2 73 Panel/CvmmScope/KWSS-65A-R3 NR 850 90 75
AT&T A2 73 Panel/CommScope/KWSS-65A-R3 LTE 700 B12 90 75
AT&T B1 78 Panel/CommScope/KWSS-65A-R3 11 LTE 700 B14 60 190
Panel/CommSco e/KSS-65A-R3 LTE 700 60 190
AT&T B1 78 p
AT&T B1 78 Panel/CommScope/KWSS-65A-R3 3.5GHz 120 190
AT&T B1 78 Panel/Comm.Scope/K'"UVSS-65A-R3 4GHz 120 190
AT&T B1 78 Panel/CommScope/KWSS-65A-R3 LTE 1900 180 A,
190
AT&T---I B1 78 WWWrvn II IIIIIIIII Panel/Co m m S co pe/KWSS-65A-R3 LTE 2100 180 190
I..........AT&T B2 73 Panel,/CommSco a/KWSS-65A-R3 NR 850 90 190
ryryrym
AT&T B2 73 Panel/CommScope/KWSS-65A-R3 LTE 700 B12 90 190
www
AT&T C1 78 Pane l/CommScope/KWSS-65A-R3 LTE 700 B14 60 270
AT&T C1 78 Panel/+CommScope/KWSS-65A-R3 LTE 700 60 270
AT&T Cl 78 Panel/CommScope/KWSS-65A-R3 3.5GHz 120 270
m wawa
AT&T C1 78 Paanel/CommScope/KWSS-6.5A-1 3 4GHz 120 270
AT&T C1 78 Panel/CornmSco a/KWSS-65A-R3 LTE 1900 180 270
AT&T C1 78 Panel/CommScope/KWSS-65A-R3 LTE 2100 180 270
AT&T C2 73 Panel/CommScope/KWSS-65A-113 NR 850 90 270
AT&T C2 73 Panel/CommScope/KWSS-65A--R3 LTE 700 B12 90 270
WWWW
Dish D1 66 Panel/ eneric/Penta Band Panel short 650MHz 80 0
Dish J.
.. D1... 66 Panel/Generic/PentaBandPanel short LTE 1900 80 0
Dish D1 66 Panel/Generic/PentaBa Ind Panel short LTE 2100 80 0
Dish D2 66 Panel/Generic/PentaBandPanel short 650MHz 80 120
Dish D2 66
Panel/Generic/PentaBandPanel short LTE 1900 J 80 120
Dish D2 66 Panel/Generic/Penta Band Panel short LTE 2100 F 80 120
---------------- ...
Dish D3 66 Pa nel/Generic/PentaBand Panel short 650MHz 80 240
Dish D3 66 Panel/Generic/PentaBandPanel short LTE 1900 80 240
www
...` .....short LTE ..... .80 240 w
P n aBandP'anel sho
n roc e t nel Ge e
Dash D3 66 Pa / / .
Other 01 112.2 Omnidirectional/Generic/SingleBandOmni GSM900 80 0
...... .......... ..www
Other 02 53.2 1 Omnidirectional/Generic/Sin IeBarldOmni GSM900 80 0
Other 03 50.8 Omnidirectional/Generic/SingleBandOmni GSM900 80 0
Other 04 48.8 Omnidirectional/Generic/SingleBandOmni GSM900 80 0
Other 05 104.3 Diplole Antenna 155MHz 80 0
Other 06 5+0.5 Di lole Antenna 155MHz 80 0
T-Mobile T1 96 Panel/Generic/PentaBandPanel short LTE 1900 80 0
E
T-Mobile T1 96 Panel/Generic/Penta Band Panel short LTE 2100 80 0
T-Mobile T2 85 Panel/Generic/Penta Band Panel short LTE 700 30 0
T-Mobile T2 85 Pa nel/Generic/PentaBand Panel short LTE 600 80 0
T--Mobile T3 96 Panel/Generic/PentaBandPanel short LTE 1900 80 120
FA: 101 17568 7 1 P a g e
0
VII S M IT H
ll IN G 1114IIII I fill G
T-Mobile T3 96 Panel/Generic/PentaBandPanel short LTE 2100 80 120
T-Mobile T4 85 Panel/Generic/PentaBandPanel short LTE 700 30 120
T-Mobile T4 85 Panel/Generic/PentaBandPanel short LTE 600 --80 120
T-Mobile T5 96 Panel/Generic/PentaBandPanel short LTE 1900 - 80 240
...... .............
Pane
T-:Mo b F
T_Mob"
T_Mobil
T_Mobil
T-Mobile T5 96 Panel/Generic/PentaBand Panel short LTE 2100 80 240
T-Mobile T6 85 --- Panel/Generic/PentaBandPanel shortJ-...., LTE 700 30 240
T-Mobile T6 85 Panel/Generic/PentaBandPanel short LTE 600 f-..-80 240
FA: 10107568 8 1 P a g e
N 0
"0"'N SMITH IR
ENaU
GINEERING
6.0 Certifications
a. Preparer Certification
I.,Angelo Santos,,the preparer of this report., am familiar with the Rules and Regulations of both the
Federal Communications Commission (FCC)and the Occupational Safety and Health Administration
(OSHA)with regard to Human Exposure to Radio Frequency Radiation.I am also familiar with AT&T's RF
Exposure: Responsibilities, Procedures&Guidelines document. I have reviewed this Radio Frequency
Exposure Assessment report and believe it to be both true and accurate to the best of my knowledge.
June 4, 2025
b.Reviewer Certification
1, Emily McPherson,the reviewer and approver of this report, am fully aware of and familiar with the
Rules and Regulations of both the Federal Communications Commission (FCC)and the Occupational
Safety and Health Administration (OSHA)with regard to Human Exposure to Radio Frequency Radiation.,
I am also fully aware of and familiar with AT&T"s RF Exposure:Responsibilities, Procedures&Guidelines
document. I have reviewed this Radio Frequency Exposure Assessment report and believe it to be both
true and accurate to the best of my knowledge.
M CP
June 4,2025
k, CZ61
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EXP:10/3112026
FA: 10107568 9 P a g e
46
AIR*SMITH
ENGINEERING
Y Y Y ■
0 APPENDIX A-Predictive Modeling Technique
■
Airosmith Engineering has performed worst case predictive modeling on the proposed AT&T antenna
installation as compared to the FCC limits on Maximum Permissible Exposure (MPE) as outlined in FCC's
OET Bulletin 65 using IXUS E F Compliance Management Software,Version 4.14.0. IXUS is a commercially
available software developed by Alphawave.
IXUS uses Ray--Tracing RF {exposure modeling to calculate the power density and compares it with FCC
Limits.The ray tracing method is an advanced computation method described by an international standards
protocol: I EC 622321.
RF power density Levels are calculated using the IXUS Modeler. IXUS employs a synthetic ray tracing method
for panel and omnidirectional antennas and a cylindrical envelope method for microwave dish (parabolic
reflector/aperture),antennas.
IXUS uses elemental sources, which are representative of how an antenna emits RF energy. These
elemental sources ,are selected by an analysis of the antennas and their manufacturers' datasheets.All of
the sources representing all of the antennas are summed to determine power density. Ray tracing
algorithms typically overestimate RF power density because they do not take into account absorption of RF
energy in the ground,building walls and ether man-made structures.
The power density summation works as follows:
To calculate exposure and compliance boundaries, power density from each source (exposure value by
frequency EVf) is divided by the appropriate exposure limit(ELf), creating an exposure ratio (ERf).
�v�
ERf _ EL
Ratios from each source are combined to determine a total exposure ratio TER. This ratio is used to
determine exposure and compliance boundaries.
n
E'ER = ERj
IXUS uses the calculated TER to create graphical 3D compliance boundaries around all of the antennas
combined and to determine the exposure at any location.
Additionally,a conservative and verified modelling technique for 5G beamforming antennas in IXUS is also
used.The simulation accuracy of the IXUS calculation module has been verified extensively with full-wave
EM .simulations using FEKO. All antenna models that are used in the IXUS modeler undergo a rigorous
verification process, whereby manufacturer data obtained from datasheets or pattern information is
compared to that of the IXUS antenna model, during the synthesis process.
1 IEC+62232:2017, Determination of RF field strength and SAR in the vicinity of radiocommunication base stations for
the purpose of evaluating human exposure, International Electrotechnical Commission,Geneva.
FA: 1t}107568 10 1 P a g e
C 0 R P 0 R A T 1 0 N
Structural Analysis Report
...........
Structur
e 98 ft Canister Vole (Proposed Canister Expansion Included)
ATC Asset Name Orient Paint
ATC Asset Number 373337
Engineering Number OAA797458 C3_01
Proposed Carrier AT&T MOBILITY
Carrier Site Name Orient Point
Carrier Site Number N/A
Site Location 23300 Main Road
ORIENT, NY 11957-1102
41.14260 N, 72.29950 W
County Suffolk.
Date May 29, 2025
Max Usage 64% EWc �
Analysis Resul
t Pass--Pending Canister Expansion
o
Y
u
d
Created By: Al
Samuel Hernandez
Structural Engineer IMichael
Digitally signed
by Michael Berger
Berger Date:2025.1./5r4.9
19:54:30-04'00'
+COA:##001274
A.T.Engineering Services,P'LLC—1 Fenton Main Street,Suite 300,Cagy,NC 27511 Office 919-468-0112—Fax 919-466-5414--ww►nr.americantower.com
DESIGN GROUP
March 6, 2025
New Cingular Wireless PCS, LLC (d/b/a AT&T)
1425 US Highway 206, Suite#N2CO4A
Bedminster,NJ 07921
RE: Concealed Pole Equipment Fit Analysis
Scope of Work: E-SWAP
Site Address: 23 3 00 Main Road, Orient,NY 1195 7
Site Name: Orient Point
FA Number: 10107568
IWM Number: WSNYJ0074941
Site Number: SINY008945
PTN Number: 2191AIHGC
KMB Project#: 331.7618.LO8
To whom it may concern:
KMB Design Group, LLC(KMB)was requested to conduct a review to evaluate if AT&T's proposed antenna and
equipment configuration will fit within the concealment pole canister without modification to the existing canister.
The following documents were reviewed during our assessment:
01 Construction Drawings prepared by Salient Architects,LLC with redlined as-builts, dated 11/7/19
# Structural Analysis Report prepared by American Tower Corp, dated 10/22/18
0 Site Photos provided by AT&T/Ericsson of the exterior of the pole
0 AT&T approved DE130 Scoping
# Construction Drawings prepared by KMB Design Group
The below table shows the proposed equipment to be installed within the AT&T canister,.
Equipment Quantity Elevation
�-I V
Commscope KVVSS-65A-R3 on EEI Triad FPL Mounts 3 77
Commscope STX61724T-43P on EEI Triad FPL Mounts 75'4"
Commscope KVVSS-65A-R3 on EEI Triad FPL Mounts 3 7213-1 V ...
Commscope STX61724T-43P on EEI Triad FPL Mounts 3 7014"
LDF5 Coax Cables 12
RET H Cables
..........
Based on the information provided above,it can be concluded that AT&T's proposed equipment configuration will
fit within the existing concealment canister without modification.
www.KMBDG.com 1800 Route 34,Suite 209 *'Null,NJ 07719 732.280.5623
'DESIGN GROUP
i � "'"��uMAWNONIIIIIIIIIIIIIIIIIIl0�0111101N,WW'�YN�YI"��YY'W'U!Uf '��Pd(6`M1���N'�'M'�I'NWpG !'�� nN4fl10101161�1fl1�"'�,w�UIGUYIIWJW�'� a 'a." `d ... IIWIVIIWIVM�I�WW�� UXUtli�fNi�N�i G'� ii N1�IIIIIIIIVIVIVII'�'��llU�I,�W�`�(�' Il�ilf�!��4�lff ..-- 0tm�t�p�fMl�l;'P,I�PNMMMMI'M'II'M'II'M'Ifl'MI'M'Ifl'�'N����d
1 B's assessment is based on review of the documents provided and as,sti es the as-built conditions match the
information in the documents listed above. A climb and detailed j�, pig to open the canisters has not been
completed. Existing AT&T cabling not listed in the approved E30 document or existing cabling r ued to of ,er
carriers which may be routed,through the AT&T ca ,'iste's, is�tink own arid� of accounted f � if a iy ass m�pt �n,s
y �
are found to be inaccurate once the canisters have been ope�,ed�, sha��lbe ��t�fied f ��add� t�onal, �rev:e .,
Should you have any questions or comments do not hesitate to contact us.
Si'ncereil
0
a
Step,,,, ra �� "
0 anq �
Profess,
STY PE � 6064
NY Certificate Au,.... u oi,,izat i - 081784
Expiration Date. 6/30/25
www.KMBDG
.com 1800 Route 34, Suite 209 ♦ Wall,NJ 07719 732.280.5623