HomeMy WebLinkAbout1000-75.-5-14.1 (2) 4/2022 Town of Southold, New York CftyScape
Telecommunications Site Review C o N s U 1, T A N T s , 1 N C .
Collocation Application 2423 S.Orange Ave#317
Orlando, FL 32806
Tel:877.438.2851 Fax:877.220.4593
July 13, 2022
Mr. Brian Cummings, Planner
Town Hall Annex Building
53095 Route 25
Southold,New York 11971
PROVIDER/ID: Dish Wireless/NYNYCO2100B
ADDRESS: 41405 Route 25 (aka 165 Peconic Lane)
LATITUDE: 41.041347 N LONGITUDE: -72.458686 W
SCTM#: 1000-75.-5-14.1
Dear Mr. Cummings,
At your request, on behalf of the Town of Southold("Town"), CityScape Consultants, Inc.
("CityScape"), in its capacity as telecommunications consultant for the Town, has considered the
merits of the above-referenced application submitted on behalf of Dish Wireless ("Applicant")to
collocate on an existing one hundred and thirty (130) foot (140' at top of highest appurtenance)
lattice tower. The tower is located at 41405 Highway 25,Peconic,New York, although in previous
review reports, the address has been described as 165 Peconic Lane, see Figure 1. AT&T, T-
Mobile and Verizon also operate at this site.
Support Structure & Equipment
Per the submitted construction drawings (CD's)' the Applicant is proposing to add
equipment at the eight (80) foot level of the existing tower, see Figures 2 and 3. The table below
depicts the proposed equipment.
TOWER EQUIPMENT
3 Antennas
3) 1MA-Wireless MX08FRO665-21
6 RRU's
3)FUJITSU-TA08025-B605
3)FUJITSU-TA08025-B604
3 Sabre C108570023C32788 V-Frame
1 RDIDC-9181-PF-48 Over Voltage Protector
1 1-5/8"hybrid cable
The following is noted on Sheet A-104.00 of the CD's:
t, (qN IRA(Joyl fN IDI:M TQ tNA UJNSTIkUM10N RJ O'� fOR ALL W
I)E"fAl.:i.
:'. AN IJNA AN IJ Hhfi NQULI�i McVV AW I'.:UUY ro I f71.IIVMU0
AVAI ABILIT`Y'.ALL EOUIFMENT t HANGEe, MUST EL APPROVED AND '.
'.. k[:MAIN IIV(;�' PLIANC, WTH THE PROPO',D UE',[-,N AIVG
S RM I'WYRl ANAL.v'SP'.S.
1 CD's prepared by WFC Architects, dated 6/2/22 `revised per Town Comments' signed and sealed by a New York
registered Professional Engineer.
Town of Southold—SCTM41000-75.-5-14.1
Dish Wireless NYNYCO2100B -41405 Route 25 ckyscape
Page 2 CON S U I, T A N T S , I N C .
The Applicant is reminded that any planned equipment changes that differ from the
submitted Construction Drawings must be filed with the Town for review and approval.
On the ground it is proposed to add a 7'x5' equipment platform on which a new equipment
cabinet along with ancillary equipment will be placed. One hybrid cable will be added to run along
a ±twenty-six (26) foot ice bridge to connect the ground equipment with the tower mounted
equipment, see Figure 4.
Structural Analysis
The Applicant submitted a structural analysis report prepared by WFC Architects, dated
June 30, 2022, based on TIA-222-H, 2020 Building Code of New York State, Risk Category II
and Exposure Category C criteria. The analysis concludes that the existing tower structure and
tower foundation is structurally adequate to support the existing and proposed loading. The tower
rating would be at 93.5% of usage capacity (out of an allowable 105%) and the foundation would
be at 41.9% of usage capacity (out of an allowable 110%),see Figure 5. Thus, it is determined that
the structure would be structurally compliant for this proposed collocation.
Since this is a new collocation it is assumed the new sector mounts can accommodate the
proposed equipment however, the Applicant submitted an analysis of the new sector mount frame.
The criteria is the same as the structural analysis referenced above and the report concludes the
sector frame mount meets the requirements of the 2020 Building Code of New York State and the
TIA-222-H standard for the proposed loading. The reported ratings are 48.3% for the mount and
2.6% for the connection to the tower leg, both of which fall below the allowable limits thereby
meeting the required standards, see Figure 6.
RF Exposure Safety
To verify RF exposure safety, the Applicant provided a Radio Frequency Electromagnetic
Energy (RF-EME) Maximum Permissible Exposure (MPE) Study Report, prepared by an RF
Engineer (Manoj (Stephen) Jayakumar) dated May 19, 2022. The analysis specifically addresses
compliance of Dish Wireless' transmitting facilities independently and in relation to all collocated
transmitting facilities, which together constitute the RF environment at the site. The information
provided within the study found the site to be compliant with FCC rules and regulations,see Figure
7.
Summary
CityScape verified this application to be an eligible facilities request and meets the
definition of a non-substantial change ("substantial change" being defined in 47 CFR
§1.6100(b)(7) of the FCC Rules). Therefore, this application qualifies for streamlined processing
at staff level under 47 CFR §1.6100(c) and CityScape recommends approval.
Town of Southold—SCTM41000-75.-5-14.1
Dish Wireless NYNYCO2100B -41405 Route 25 ckyscape
Page 3 CON S U I, T A N T S , I N C .
I certify that, to the best of my knowledge, all the information included herein is accurate
at the time of this report. CityScape only works for public entities and has unbiased opinions. All
reviews are based on technical merit without prejudice per prevailing laws and codes. Regarding
the structural analysis reports, CityScape verified that the proposed appurtenances shown by
Applicant's construction drawings were listed in the structural reports, but did not independently
verify the calculations, statements or the appropriateness of the analysis criteria contained therein.
Town staff should verify compliance with applicable building and fire codes prior to issuance of a
permit for this modification.
Respectfully submitted,
Elizabeth Herington-Smith
Engineering Manager
Cityscape Consultants, Inc.
Town of Southold—SCTM41000-75.-5-14.1
Dish Wireless NYNYCO2100B -41405 Route 25 CRYSCape
Page C O N S U I, T A N T S I N C .
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Town of Southold—SCTM41000-75.-5-14.1
Dish Wireless NYNYCO2100B -41405 Route 25 Ckyscape
Page 5 C O N S U I, T A N T S I N C .
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Town of Southold—SCTM41000-75.-5-14.1
Dish Wireless NYNYCO2100B -41405 Route 25 cKyscape
Page 6 CON S U I, T A N T S , I N C .
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Town of Southold—SCTM41000-75.-5-14.1
Dish Wireless NYNYCO2100B -41405 Route 25 cKyscape
Page 7 CON S U I, T A N T S , I N C .
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Town of Southold—SCTM41000-75.-5-14.1
Dish Wireless NYNYCO2100B -41405 Route 25 ckyscape
Page 8 CON S IJ I, T A N T S , I N C .
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June 30,2022
Mr.Brandon Streb
WFC Architects
12-1 Technology Dr,East Setauket,NY 11733
Re: NYNYCO2100B,Dish Wireless New Site Build—130'Self-Support Tower Structural Analysis
DISH WIRELESS SITE ID :NYNYCO2100B
SITE ADDRESS :41405 Route 25
Peconic,NY 11958
JURISDICTION :Town of Southold
LATITUDE,LONGITUDE :41.041347•N,72.458686•W
FORESITE GROUP JOB NO :1106.086
Mr.Streb:
This letter summarizes the results of the rigorous structural analysis conducted on the existing 130'
Self-Support Tower and verify the tower meets the requirements of TIA-222-H and 2020 Building Code
of New York State.The following information was provided or obtained for the analysis:
• The existing tower and foundation reaction information was obtained from the previous
Structural Analysis Report prepared by GPD Group,dated September 26,2018.
• The proposed antenna information was obtained from the Construction Drawings prepared by
WFC Architects,dated June 2,2022.
Existing Tower Members 93.5% Sufficient
Existing Tower Foundations 41.9% Sufficient
Based on our analysis,we conclude the existing tower superstructure and tower foundation is
structurally adequate to support the existing and proposed loading.
If any questions arise from your review,please call us at your earliest convenience.
Sincerely,
Digitally signed
by Jim
Westbrook
Date:
2022.06.30
� 14:31:00 -04'00'
Jim Westbrook,P.E.
Principal
James 1:1.wer'tbil Do lk,1:.1,.251 Cheii r kee St 141,IMaii ekta CA 30060-u'CE 570,9052
Figure 5— Structural Analysis Summary
Town of Southold—SCTM#1000-75.-5-14.1
Dish Wireless NYNYCO2100B -41405 Route 25 ckyscape
Page 9 CON S IJ I, T A N T S , I N C .
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March 22,2022
+ I rm
Mr.Brandon Streb
WFC Architects
12-1 Technology Dr,East Setauket,NY 11733
Re: NYNYCO2100B,Dish Wireless New Site Build—Structural Analysis of New Sector Frame Mount
DISH WIRELESS SITE ID :NYNYCO2100B
SITE ADDRESS :41405 Route 25
Peconic,NY 11958
JURISDICTION :Town of Southold
LATITUDE,LONGITUDE :41.041347*N,72.458686°W
FORESITE GROUP JOB NO :1106.086
Dear Mr.Streb;
This letter summarizes the structural evaluation of the proposed Sector Frame Mount in order to verify
the mount rneets the requirements of 2020 Building Code of New York State and the TIA-222-H standard
for the proposed loading.The following information was provided to me or obtained for the analysis:
• The proposed antenna mount information was obtained frorn the Construction Drawings prepared
by WFC Architects,dated February 7,2022.
• The proposed antenna information was obtained from the Construction Drawings prepared by WFC
Architects,dated February 7,2022.
Please note that this analysis is predicated on the assumptions and conditions stated herein.
Any deviations from these parameters render this analysis null and void.This analysis does not consider
construction loads including but not limited to rigging loads,erection loads,or falling impact loads.
Proposed Mount Mernbers* 48 3/ Sufficient
uf'
Proposed Connection to Tower I eg* 2 6/ Sufficient
*This analysis assumes the mount will he installed as specified in the Construction Drawings and this report.
Based on my analysis,it is my conclusion the proposed Sector Frame Mount meets the requirements
of the 2020 Building Code of New York State and the TIA-222-H standard for the proposed loading.
If any questions arise from your review,please call us at your earliest convenience.
Sincerely,
�w,f.wfW"' Digitally signed
by Jim
w �" x
+ Westbrook
Date:2022.03.23
gas� �
15:10:25-04'00'
James P.Westbrook,P.E.
_.................... _ ... .. ....___ _,_._. ----
lames P.Westbrook,H.E. ?51 Chero',cee St NE,Marietta,GA 30060 4 678.570.9052
Figure 6— Mount Analysis Summary
Town of Southold—SCTM41000-75.-5-14.1
Dish Wireless NYNYCO2100B -41405 Route 25 ckyscape
Page 10 CON s u I, T A N T s , I N c .
0
Radio Frequency—Electromagnetic Energy( -E E)-
Maximum Permissible Exposure( ) Study Report for
Site ID: NYNCO2100
4105 Route 25, Peconic,NY 1158
Date: May 19,202
Prepared by: Stephen Jayaku ar
Email: stephen.jayakumar@,dish.com
ish.co
Name: Manoj (Stephen)Jyumar
Title: RF Engineer
NJ
Signature:
ate: 5/19/2022 n
Conf denfa I and Pa opriata ry"_.:2021 DISH WIRELESS
Figure 7—RF Exposure Assessment Report Cover Page
Centerline Communications LLC
5550 Merrick Road, Suite 302 RECEIVED
Massapequa, NY 11758 '
027
L.9di low..
March 30,2022 Planning Board
BY HAND
Town of Southold
Town Hall
53095 Main Road
Southold,NY 11971
Brian Cummings-Town Planner � q
RE: DISH Wireless—Building Permit Application LAAL 44(
AT&T site NYNYC)2300 0.„r, DIF SC°,)U,n,i I_r)
Premises:41405 Route 25
Southold,NY 11971
Section 75,Block 5,Lot 14.1
To whom it may concern:
Our office represents DISH Wireless with respect to its Application to collocate on the existing public utility wireless
telecommunication facility at the subject premises. With respect to the Building Permit Application,the following are enclosed
in this submittal package;
1) Building Permit Application&Applicant Consent form
2) Four (4) set of signed and sealed construction drawings, prepared by WFC Architects and dated March 23, 2022,
including site plans and elevations
3) One(1)Structural Analysis performed by Jim Westbrook,P.E.dated 3/23/2022
4) One(1)Mount Analysis letter by Sean P.Cunningham P.E.and dated 2/22/2022
4) A check for$4000(#1359)as a consultant review Escrow fee.
5) Certificates of Insurance from the contractor
6) Application for Certificate of Occupancy form
Section 6409 of the Federal Middle Class Tax Relief and Job Creation Act("Section 6409")was adopted in 2012. Under Section
6409,your city retains discretionary zoning review over the construction of new towers,but simple collocations and/or
equipment upgrades at existing telecommunications facilities must be approved,no later than May 29,2022,60 days from the
date of this filing. 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 or base station that does not substantially change the physical dimensions of such
tower 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.
The FCC Order clarifies that municipal 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).
Centerline Communications LLC
5550 Merrick Road, Suite 302
Massapequa, NY 11758
The FCC Order also specifies that the term"base station"includes any structure that"supports or houses"
communications equipment. Since this structure already supports communications equipment,it is considered a"base
station"under Section 6409
Dish Wireless's,Appd cation is an Eligibleacitiiti s,R gent under Section 64O9
Dish Wireless's application qualifies as an eligible facilities request under Section 6409 because the proposed installation
involves"a modification of an existing wireless tower or base station that does not substantially change the physical dimensions
of such tower or base station."
As shown on the plans prepared by WFC Architects,and dated March 23,2022 Dish proposed installation consist principally of
the following elements:
Dish Wireless is proposing to install three(3)panel antennas,(1)OVP and six(b)remote radio heads on the existing lattice
tower.Dish will be installing an equipment compound on the ground which will be 35 sq ft. The equipment will consist of one(1)
equipment cabinet a telco enclosure,a power protection cabinet.
Accordingly,Dish's installation involves the replacement of transmission equipment and the collocation of new transmission
equipment that will not increase the height of the base station. As a result,the installation"does not substantially change the
physical dimensions of such tower or base station." Therefore,these proposed equipment upgrades constitute an"eligible
facilities request"under Section 6409,and must be approved.
Timeline for Review and AnnrnvaI
We would like to highlight an important timing requirement for processing this application. The FCC Order determined that a
municipality must act on eligible facilities requests within sixty(60)days of receiving the application. 47 C.F.R.1.40001(c)(2)
(Emphasis added). (Note,the sixty(60)-day period is also known as the"Shot Clock"). Thus,the Town must approve this
application within sixty(60)days of its receipt,no later than May 29,2022. 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 DISH 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 incomplete. 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"clearly 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,DISH 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.
Patrick O'Rourke
Site Acquisition Manager on Behalf of AT&T
516-263-8817
patrick@brennanshore.com
OFFICE LOCATION• MAILING ADDRESS:
Town Hall Annexe ��» �� P.O. Box 1179
54375 State Route 25 �� �° "';n Southold, STY 11971
(cor.Main Rd. &Youngs Ave.)
t Telephone: 631 765-1938
Southold, NYe on
1p " vvvvw.southoldtovvnny.gov
OUN
PLANNING BOARD OFFICE
TOWN OF SOUTHOLD
MEMORANDUM
To: Accounting
From: Planning Department S8�
Date: April 6, 2022
Re: Check
The attached check is a Consultant Escrow Fee for the project review listed
below. Please deposit into B691 Deferred Revenue Account.
Thank you.
_Applicant/Project Tax...._ ...............
A
pp Map Amount Check Date/No.
Dish Wireless C llTower 1000--75-5-µ $4,000 _m _w_........._ -4/6122 -#1359
Collocation ATT at Southold 14.1 Centerline
Animal Shelter Communications LLC
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Zia "M
CENTERLINE COMMUNICATIONS LLC 1 359
750 W CENTER ST STE 301 53447/113
W BROGEWATER,MA 02379-1545 992
DATE
PAY l J� py//�J �{
TO THE ,...a_. .. i � P.Lt..: dr _.,.. .....m_. ._.,._ !�-`l-�G,i
ORDER �
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11000135911' 1:01 L3044 ?81: ?99 200? 2D13W,
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TOWN OF SOUTHOLD
Purchase Order# 34 8 -----------..................
Date .4-\V-A-11........... ............... Account#B
Vendor
Department Ft(,I.._L I
Delmer and send billing to:
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**Return this copy and Town of Southold voucher itemized and signed for payment'
ITEM QUANTITY DESCRIPTION UNIT COST TOTAL
4�
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THIS PURCHASE ORDER IS NOT VALID WITHOUT THE SIGNATURES OF THE DEPT. HEAD AND THE SUPERVISOR
I CERTIFY THAT THERE ARE
SUFFICIENT FUNDS AVAILABLE
IN TH A PPROPRIATION CHARGED
Dept. Head
I -rUIC` -rf"% r-)= A 11 1C--r
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959
2 Telephone (631) 765-1802 Fax (631) 765-9502 litGr s:Hw% w.soutlioldtowni .oN�
Date Received
APPLICATION I LPERMIT
For Office Use Only --
�d� �
PERMIT NO......_.......................... Building Insp�>¢traa ,,,,,,,,........
� I �
,� lt48wtia� PT
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Applications and forms must be filled out in their entirety. Incomplete rc Vtiii,)O,° 1-;0)T11
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date:2-2-22
OWNER(S) OF PROPERTY:
own of Southold Name: SCTM #1000
Project Address: 165 Peconic Lane
Phone#:631-765-1800 Email:
Mailing Address:41405 Route 25, Peconic, NY 11958
CONTACT PERSON:
Name: Patrick O'Rourke c/o Centerline Communications
Mailing Address:5550 Merrick Road, Massapequa, NY 11758
__........__. @ _. m..._... _,
Phone# Email nshore com
......... ..5.�_.6 263. 8817....._. _....._.. Patrick.......Brenna... __.. -...._.
DESIGN PROFESSIONAL INFORMATION:
Name:WFC Architects
Mailing Address: 12-1 Technology Drive, Setauket, NY 11733
_. _9 Email
Phone,#µ631-6$9-w8450.._- _ ........_ ...._..�_� _......... .. ...�.....�....._._.._..,,. ry..___. ._....._._... ......._. .._.....�__.... ....__. ....— .. _ ..�....�.,_.... ......,.....�_
CONTRACTOR INFORMATION:
Name:TriStruX, LLC
Mailing Address:473 US Highway 46, Clifton, NJ 07011
Phone#:201-933-9301 Email
_.._ . .._ ,..._.__.. ._. _...._..._ ....... .. ___... .. _._._...., _,,...,.,,,,... ._ ..._... ....__
DESCRIPTION OF PROPOSED CONSTRUCTION
❑NewStructure ®Addition_..._._-_.. ........... ..�� ..._.�.._____.....______.,--.._____...__...,,.. ......—ryry.... ....._._..._..._...... .
❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other 52,000
........................__ ..,. ._ _..—...—_..__....._.......�._,______.._.............M_.. ...__ .�.�.�.�.. -.--�..___. ... a $....�_......__..,_ _�_�__. _._.........a
Will the lot be re-graded? ❑Yes ®No _ Will excess fill be removed from premises? ❑Yes ®No
1
PROPERTY INFORMATION
Existing use of property:Police Station/Public Utility Communication site Intended use of property:same
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R_80 this property? ❑Yes ®No IF YES, PROVIDE A COPY.
❑ Check BoxAfter Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(print name): Patrick O'Rourke ®Authorized Agent ❑Owner
Signature of Applicant: Date:
STATE OF NEW YORK)
SS:
COUNTY OF Nassau__..._,)
Patrick O'Rourke __ww..._._._ ..,,.„ being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)he is the Agent
-------
Co nt ra ct o r Agent, Corporate__..............._ _...._ _.......................... _..__�w__..........M_, .__...........
( Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief; and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this —y
22 day of February 22 .._-�
ww w.__. ........ w.p 20 22
.. 20................ _www � �wwwµ... - _..._......w_ww_._...._
Notary Public
�OlI1111111,I
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner) wry; <wS
• :� rt
., residing at
zb
do hereby authorize P..f11 apply on
my behalf to the Town of Southold Building Department for approval as described herein.
.................... ._
Owner'sSignature......_......__.M......w..v.................................... ...�..._w_..._........
Date ._.......�._.
Print Owner's Name
..............wwww. .�,
2
TOWN OF SOUTHOLD
COUNTY OF SUFFOLK: STATE OF NEW YORK
---------------------.----------------------------....w__--------------------------------
In the Matter of the Application of New Cingular Wireless PCS, LLC
AUTHORIZATION OF OWNER
At the premises:
41405 Route 25 aka 165 Peconic Lane
Peconic,NY
Section 75, Block 5, Lot 14.001
STATE OF NEW YORK )
) SS.:
COUNTY OF SUFFOLK )
Patriclr. O'Rourke, being duly sworn, deposes and says:
I am the APPLICANT in fee of the premises known as Section 75, Block 5, Lot 14.1 (the
"Premises"hereafter),and do hereby authorize DISH Wireless,and its representatives to bring such
applications for municipal approvals as may be necessary for constructing or installing on the
Premises such antennas, support structures, and related equipment as DISH may require for the
establishment of its public utility wireless telecommunication facility. As such, I will fully
cooperate with DISH and its agents in obtaining any required Approvals.
By:
Sworn to before me this __22_day of_February_, 2022
VV 0
NOTARY PUBLIC : 0 r „
ate.,«w6 w,«w
41
«ww"ewwwwwrrwwF'yw4*a
Form No.6
TOWN OF S07UTHOLD
BUILDING DEPARTMENT
TONVN HAXL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or nrwv use,
1. Final survey ofpropetty with accurate location of all buildings,property tines,streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept.ofwatur supply and$ewe Ag"disposal(S-9 frirm
3. Approval of electrical installation from Board.of Fire Underwriters.
4. Sworn statentent fxom plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building,industrial building,nroultiple residences and similar buildings and installations,a certificate
of Code C..ompl"tance from architect or engineer responsible for the bgilding.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines,streets,,building and unusual natural or topographic
features.
2. A pn°operly completed application and corisenl to inspect signed by the applicant If a Certificate of Occupancy is
denied„the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-Now dwelling$50.00,Additions to dwelling S50.00,Alterations to dwelling S 0.00,
Swimrntug pool$50.00,.Acoessory building$.50,00,Additions to accessory building$50,00,Busirtcssez S50.f10.
2. Certificate of Ocottlrancy on pre-existing Building- $100.00
3. Copy of Certifcatc of Occupancy-$.25
4. Updated Certificate of Occupauoy- $50.00
5. 'remporaty Certificate of Occupancy-Residential$15.00,Commercial$15.00
Date ___........ .mm......... _.w
New Construction: _ Old or Pre-existing Building._ X (check one) / I1ttn et
Location of Property: ..
house Street _. .
No.
Owner or Owners of Property:µ
Suffolk County Tax Map No 1000,Section
Block, Lot
Subdivision Filed Map_..,._�_ _,. ,Lot _.....
Permit No. _ —--------
Health of Permit. ..,.,Alnplamtnt:,_,.._____w...,._.....�.
health Dept.Approval: Underwriters Approval:-
Planning . _._.....
Planning Board Approval: _....... _,__.
Request for: Temporary Certificate,,,,r_ ,,m Final Certificate: (check one)
Fee Submitted:$
Applicant Signature
Sean A Cunningham P.E., P.C.
PO Box 1091
Setauket, NY 11733
Phone 631-689-3965
Fax 631-980-3572
Email:sean.cunningham.pe@,gmail.com
2/22/2022
VvTC Architects
12-1 Technology Dr.
Setauket,NY 11733
PH: 631-689-8450
Re: Dish Wireless—NYNYCO2100B—41406 Rout 25, Peconic,NY 11958—
WFC Project 21-14660
Dear Brandon Streb,
Please be advised the I have reviewed the existing mounting used for new and existing DISH Wireless
Equipment installations.
Dish Wireless is proposing the following changes for steel framed tower mounted equipment:
SOW At Antennas:
-Install(3)New JMA MX08FRO665-21 Antennas
-Install(6)New RRHs
-Install (1)New OV-P
-Install New Mounting Assembly
SOW at Ground Mounted Equipment:
-(1)New equipment platform,(1)New Equipment Cabinet, (1)new H-Frame, (1)New Power Protection
Cabinet(PPC),(1)New Network Interface Unit,(1)New Fiber/TELCO Enclosure,(1)New GPS Unit,
(1)New Ice Bridge
I have reviewed the new antenna mounting onto the existing steel framed tower. The new antenna
installation will not significantly add loading to this tower since they are installed low on the tower. I
have also reviewed new ground mounted equipment supports, and the posts and anchorages will
withstand the anticipated dead and wind loadings.
Should you or any other parties involved have any further questions, comments, or concerns, please do
not hesitate to contact me
W
N1
Very
Jt�
._,Se
Sean unningaham,PIE 0
P
DATE(MM/DD/YYYY)
AC+I'R" CERTIFICATE OF LIABILITY INSURANCE
3/29/2022
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed.
If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on
this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).
PRODUCER NAME T IVonne Kraft
Scirocco Group-Main Office PHONE rFAi(
777 Terrace Avenue II#t 201 727 0070 x205 !.( q,.Nnl 201 727 6f16t.�..
E-MAIL
Suite 309 ..4pQREs ; ....., ..'----
Hasbrouck ...... ... ........
Heights NJ 07604 INSURER(S)AFFORDINGCOVERAGE NAIC#
INSURER A-.The Travelers Indemnity Company of America 25666
INSURED TRISLLC-03 INSURER B The Phoenix Insurance Company 25623
TriStruX LLC
473 US Highway 46 INSURERc Travelers Property Casualty Company of America 25674...
Clifton NJ 07011 !NsuRERO Navi gatorsInsurance Company 42-3.97-111111111
INSURER_E.:The Hanover Insurance Company 22292
INSURER F;
COVERAGE$ CERTIFICATE NUMBER:715376590 REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID
. 55L.iS OLICY t P'OL4C L^CA EIXM«S.
INS
LIMITS ..
Ll' TYPE OF INSURANCE INSD POLICY NUMBER (MMIDDNYYYI IMMfoolyYYY1
A X COMMERCIAL GENERAL LIABILITY Y DT-CO-9R648594-TIA-22 4/1/2022 4/1/2023 EACH OCCURRENCE X $2,000,000
ii'A1<rt�(u1t�r#LkS�FC.ro 1,. ,,..
. CLAIMS-MADE , -1 OCCUR $
PREryWI�L.St,�f",&aa �l,nrrwrnr(r.) .. .... .000000_- .„.....,,,.
MED EXP(Any one person) $10.000
PERSONAL&ADV INJURY $21000,000
GEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $4,000 000
POLICY XT LOC PRODUCTS-COMP/OP AGG $4 000 000
......,
OTHER I $
B AUTOMOBILE LIABILITY 810-9R643654-22-26-G 4H(2022 4(1t2023 a dDt, N$aC ft LtMp„ $1,000,000
X ANY AUTO BODILY INJURY(Per person) $
X AOWNED UTOS ONLY X SCHEDULED BODILY INJURY(Per accident) $
__. r^^er kk�""4ade9
AUTOS ONLY AUTOS ONLY ( ra(tAMARF $
HIRED NON-OWNED P'dpTAt(R1Y ID
C X UMBRELLALIAB X OCCUR CUP-9R703169-22-26 4H/2022 EXCESS LIAB CLAIMS-MADE AGGREGA 4/112023 EACH OCCURRENCE $5000,000
X
D MR22EXCZ07ZN11V 4/1/2022 4/1(2023 IG .AITE $5,000 000
DED I X I RETENTION$ n occurrence/Aggre ate s 7,000,000
C WORKERS COMPENSATION UB-9R646982-22-26-G 4/1/2022 4/1(2023 X PER H
AND EMPLOYERS'LIABILITY STATUTE [ „IT
ANYPROPRIETOR/PARTNER/EXECUTIVE Y N E.L EACH ACCIDENT $1 000,000
OFFICER/MEMBEREXCLUDED' N N/A -"
(Mandatory in NH) """"" E,L DISEASE EA EMPLOYEE$1 000,000
If yes,describe under
DESCRIPTION OF OPERATIONS below E,.L DISEASE-POLICY LIMIT $1,000,000
E Pmpaarty➢nsteQatironFloater RHYA96673206 4/1/2022 4/1/2023 Installation Floater 1,000,000
Leased Equipment Leased/Rented Equip 300.000
inst0ataoa'aTrtnot Installation Transit 1,000,000
DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required)
Professional Li'abilit�+/Lloyds of London/Policy f/AE223127/$5,000,000 Occurrence/$5„000,000 Aggregate/ 03-29-2022 to 04.01.2023
Pollution Llabllit /Myds of London/Polic AE223127/$5,000,000 Occurrence/$5,000,000 Ag regate/ 03-29-2022 to 04m01-2023
Cyber Liabilityy/ oatition Insurance f Policy 9tC.4LOO.173719/$2„000,000 Occurrence/$2„000„000 aggregate/ 4/112022 to 4/t/2023
R" NY YCO2100
Town of Southold is named as an additional insured with respects to General Liability coverage,as required by written contract subject to the terms,exclusions
and conditions of the policy.
CERTIFICATE HOLDER CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS.
54375 Route 25
PO Box 1179 AUTHORIZED REPRESENTATIVE
Southold NY 11971ru.�
O 1988-2015 ACORD CORPORATION. All rights reserved.
ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD
Workers" CERTIFICATE OF INSURANCE COVERAGE
ATL Compettsation
litaard DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW
PART 1.To be completed by Disability and Paid Family leave Benefits Carrier or Licensed Insurance Agent of that Carrier
1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured
TriStrux LLC 201-933-9301
473 US Highway 46
Clifton, NJ 07011 1c.Federal Employer Identification Number of Insured
or Social Security Number
Work Location of Insured(Only required ifcoverage is specifically limited to 85-1009418
certain locations in New York stale,i.e.,Wrap-Up Policy)
2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier
(Entity Being Listed as the Certificate Holder)
AmGUARD Insurance Company
Town of Southold 3b.Policy Number of Entity Listed In Box"I a"
54375 Route 25 DB08387106.1
PO Box 1179
Southold NY 11971 3c.Policy effective period
04/01/2022 to 04/01/2023
4. Policy provides the following benefits:
Q A.Both disability and paid family leave benefits.
C] B.Disability benefits only.
C] C.Paid family leave benefits only.
5. Policy covers:
A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law.
[] B.Only the following class or classes of employer's employees:
Under penalty of perjury,I certify that I am an authorized representative or licensed ent of the insurance carrier referenced above and that the named
insured has NYS Disability and/or Paid Family Leave Benefits insurance cove has crlbad ove.
3-29-22r
Date Signed By
(Signature of insurant q .f"s authorized reptesen,06
or NYS Licensed Insurance Agent of that Insurance corrkru)
Telephone Number 201-727-0070 Name and Title President&CEO
IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS
Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder
If Box 45,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd, B of the NYS
Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation
Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200.
PART 2.To be completed by the NYS Workers'Compensation Board(only If Box 4C or SB of Part 1 has been checked)
State of New York
Workers' Compensation Board
According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the
NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees.
Date Signed By .
(Signature of Authorized NYS Workers'Compensation Board Employee)
Telephone Number Name and Title
Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance
agents of those insurance carriers are authorized to issue Form D9-120.1. Insurance brokers are NOT authorized to Issue tits form.
DB-120.1 (10-17) I lii� �iiiiii��r �� I
DB-120.1 (1 0-1.fi 1
Workers'yell Work ' CERTIFICATE OF
�rAif Boarynsation NYS WORKERS' COMPENSATION INSURANCE COVERAGE
Board
1 a. Legal Name&Address of Insured(use street address only) 1 b. Business Telephone Number of Insured
201-933-9301
TtrStrux, LLC
473 US Highway46 1c.NYS Unemployment Insurance Employer Registration Number of
Clifton, NJ 07011 Insured
50-42708
Work Location of Insured(Only required if coverage is specifically limited to 1 d.Federal Employer Identification Number of Insured or Social Security
certain locations in New York State,i.e.,a Wrap-Up Policy) Number
85-1009418
2. Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier
(Entity Being Listed as the Certificate Holder) Travelers Property Casualty Company of America
3b.Policy Number of Entity Listed in Box"l a"
Town of Southold UB-9R646982-22-26-G
54375 Route 25
PO Box 1179 3c.Policy effective period
Southold NY 11971 04/01/2022 to 04/01/2023
3d.The Proprietor,Partners or Executive Officers are
® included.(Only check box if all pariners/officers included)
all excluded or certain partners/officers excluded.
This certifies that the insurance carrier indicated above in box"3" insures the business referenced above in box"1 a" for workers'
compensation under the New York State Workers'Compensation Law. (To use this form, New York(NY)must be listed under Item 3A
on the INFORMATION PAGE of the workers'compensation insurance policy), The Insurance Carrier or its licensed agent will send
this Certificate of Insurance to the entity listed above as the certificate holder in box"2".
The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled
due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or
eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this
Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy
expiration date listed in box"3c",whichever is earlier.
This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend,
extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the
referenced policy.
This certificate may be used as evidence of a Workers' Compensation contract of insurance only while the underlying policy is in effect.
Please Note: Upon cancellation of the workers'compensation policy indicated on this form,if the business continues to be
named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a
new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the
mandatory coverage requirements of the New York State Workers'Compensation Law.
Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced
above and that the named insured has the coverage as depicted on this form.
Approved by: John Scirocco
(Print name of a thorixed representative or licensed agent of insurance carrier)
Approved by: 3/29/22
nature) (Date)
Title: President/CEO
Telephone Number of authorized representative or licensed agent of insurance carrier: 201-727-0070
Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT
authorized to issue it.
C-105.2 (9-17) www.web.ny.gov
W31 F3117
IBq,
VI ii i
March 22, 2022
Mr. Brandon Streb
WFC Architects
12-1 Technology Dr, East Setauket, NY 11733
Re: NYNYCO2100B, Dish Wireless New Site Build—Structural Analysis of New Sector Frame Mount
DISH WIRELESS SITE ID : NYNYCO2100B
SITE ADDRESS : 41405 Route 25
Peconic, NY 11958
JURISDICTION :Town of Southold
LATITUDE, LONGITUDE : 41.041347° IN, 72.458686'W
FORESITE GROUP JOB NO : 1106.086
Dear Mr. Streb;
This letter summarizes the structural evaluation of the proposed Sector Frame Mount in order to verify
the mount meets the requirements of 2020 Building Code of New York State and the TIA-222-H standard
for the proposed loading.The following information was provided to me or obtained for the analysis:
• The proposed antenna mount information was obtained from the Construction Drawings prepared
by WFC Architects, dated February 7, 2022.
• The proposed antenna information was obtained from the Construction Drawings prepared by WFC
Architects, dated February 7, 2022.
Please note that this analysis is predicated on the assumptions and conditions stated herein.
Any deviations from these parameters render this analysis null and void.This analysis does not consider
construction loads including but not limited to rigging loads, erection loads, or falling impact loads.
Proposed"Mount...Members* 48.3�0.___... ................
.�......wvwv_..............................................v....ww_ ... .www./ ufficient .,�
-- P roposed Connection to Tower Leg* - �.........v..-2.6% Suffic
ient
This analysis assumes the mount w I be installed as specified in the Construction
g _.... __r
it p struct o p* n Drawings this report.
Based on my analysis, it is my conclusion the proposed Sector Frame Mount meets the requirements
of the 2020 Building Code of New York State and the TIA-222-H standard for the proposed loading.
If any questions arise from your review, please call us at your earliest convenience.
Sincerely,
of t4w
Digitally signed
by Jim
Westbrook
Date: 2022.03.23
15:10:25 -04'00'
James P. Westbrook, P.E.
James P.NJestbrook,P.E. >251 Cherotiee St iNE, IAanetta,GA 30060 o 678.570.9052
Mr. Brandon Streb NYNYCO2100B—Dish Wireless, New York
March 22,2022 Rigorous Mount Analysis
The structural model for this analysis was prepared using RISA-31D software and was based on the
following design criteria.
DESIGN CRITERIA
Analysis Standard 2020 Building Code of New York State/TIA-222, Revision H
Basic Wind Speed 128 mph (3-second gust wind speed with no ice)
50 mph (3-second gust wind speed of with 1.0" radial ice)
Service Wind Speed 30 mph
Exposure Category C—Open Terrain
- Structural Risk Category II
- Topographic Category 1—No abrupt changes in general topography
- Ground Elevation 18 ft
- Seismic Design Parameters Ss=0.177/Si =0.050
- Live Load : 250 lbs. Man Load &500 lbs. Maintenance Load
APPURTENANCE LOADING
Table 1-Final Dish Loading Summary (Proposed appurtenances are highlighted in bold type)
....................
RAD Quantity
Appurtenance ......
.... _...........Beta..........
Center � Gamma—..�.� � . .�.�..,.,.,........
_.. ......... ... ................... _. �.........__... ....
JMA MX08FR0665-21 Panel Antenna 1 1 1
�_ �.�.....�.�.�. �_�.�.�.�.�..�.Fujitsu TA08025-�B604 RRH. ........._.�.��.._�_. 1
Fujitsu TA08025-B605 RRH 1 1 1
—........ —........ _..w _... -.........w... . .._........�.
Raycap RIDIC-3045-PF-48 OVP 1 0 0
• Antenna Mount ASTM Specifications (Assumed)
- Pipes ASTM A53 Gr. B with the min.yield strength of 35 ksi
- Solid Rods ASTM A36 with the min.yield strength of 36 ksi
• Welding Standard -AWS D1.1
_.. ...... �............ _ .. _.w...... ......... ...
of 3
^ ^
Mr. Brandon Streb NYNYCO21UnB—Dish Wireless, New York
March 2Z,2OZZ Rigorous Mount Analysis
MOUNT ANALysis RESULTS
Table 2—Mount Member Capacity Stress Ratio
.......................-,""I'll" - - I—- - [I---_'____ -
Mount Component %Stress Result
Mount Pipes 23.6% Pass
Face Horizontals 48.3% Pass
Horizontal Standoffs 19.2% Pass
Solid Rod Bracing 42.2% Pass
Table 3—Mount Connection to Leg—(4) 5/8"0 All-thread Rods to Tower Leg
Calculated Reaction @
............ Allowable Reaction Current Analysis %Stress
Combined Tension and Shear Check 0.1%
CONCLUSIONS&RECOMMENDATIONS
Based on my analysis, it is my conclusion the proposed Sector Frame Mount meets the requirements
of the 2D2OBuilding Code of New York State and the TIA-222-H standard for the proposed loading.
This analysis assumes the mount will be installed as specified in the Construction Drawings prepared
byVVFC Architects dated February 7, 3O22 and this Mount Analysis Report.
Refer to the RISA ouput attachment for stress results on specific mount members,
Attachments: 1. Mount Structural Analysis Report(31Shee1z)
I Mount to Tower Leg Connection Calculation (1Sheet)
3. Load Calculations (43heets)
3of3
MOUNT STRUCTURAL ANALYSIS REPORT
FOR PROPOSED DISH WIRELESS EQUIPMENT
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1106.086 �. NYN.. YCO2100B Mount Analysis_ba...
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Foresite Group SK-7
DMG NYNYCO2100B Mount Analysis Mar 22, 2022 at 10:54 AM
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DMG NYNYCO210013 Mount Analysis Mar 22, 2022 at 10:54 AM
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DMG NYNYCO2100B Mount Analysis Mar 22, 2022 at 10:54 AM
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DMG NYNYCO2100B Mount Analysis Mar 22, 2022 at 10:54 AM
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DMG NYNYCO210013 Mount Analysis Mar 22, 2022 at 10:54 AM
1 106.086 NYNY C 0 2 1 0 0 B Mount Analysis_ba..
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DMG NYNYCO210013 Mount Analysis Mar 22, 2022 at 10:54 AM
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DMG NYNYCO2100B Mount Analysis Mar 22, 2022 at 10:55 AM
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Foresite Group SK- 17
DMG NYNYCO210013 Mount Analysis Mar 22, 2022 at 10:55 AM
1106,086 NYNYCO2100B Mount Analysis_ba...
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DMG NYNYCO210013 Mount Analysis Mar 22, 2022 at 10:55 AM
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DMG NYNYCO2100B Mount Analysis Mar 22, 2022 at 10:55 AM
1106.086 NYNYCO2100B Mount Analysis_ba..
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The maximum shear stress in any of the existing
mount members is 8.3% of the allowable stress.
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Foresite Group SK-20
DMG NYNYCO210013 Mount Analysis Mar 22, 2022 at 10:55 AM
1106.086 NYNYCO2100B Mount Analya�ls—b ...
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The maximum bending stress in any of the existing
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Envelope Only Soluilon
Foresite Group
.��....... _ ®..... _DMG NYNYCO210013 Mount Analysis Mar 22, 2022 at 10:56 AM
106.086 YCO210013 Mount Analysis_ba...
Company Foresite Group Mar 22,2022
Designer DMG 10:56 AM
111RISA Job Number 1106.086 Checked By:GSR
Model Narne NYNYCO21 OOB Mount Analysis
(Global Model Settings
...... ...
....... ... ....... .. .
...
,qispjpy Section
for Member C, al
IMax Internal Sections for Member Caics 97
s
Include Shear Deformation?
C@p ply for Wind? Yes
I lude War pilng?.- Yes
aad,Mesh---,(n-Arg.A;9d W!? ' Yes
rae-T1eaneIe 4TranL— wi 4
9 . (q)
,
12
Delta is Tolerance 10.50%
Include P-Delta for Wafls7 Yes
A6 ]'Ve
'j�ma�icallyjterate Stiffness for Walls? s
i'Max Iterafions for Waif Stiffness------- ---------- 3
CA- E3-8q�4'
--@yjt�LA q I r ion (in/se 2)_9_9eat
Wall Mesh Size (in), 12
"Ei, e" nso-luflon' Cc
.� Q-1-� -� I--- -
Vertical Axis Y
0 ember Orientation Plane XZ
Static Solver �Sar§e Acceferated
Dynamic Solve i
. ...... Acceleraf6dSolver
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al
Hot Ro' 'll e'd.Steel Cade ............................ LRFD
Yes(Iteratiyq)
RISAConnection Code gone
-F, Code None
I Wood
W607j- 6de,............... N one'
ture < 100F
ete Code'Conci
Code No
None
Aluminum Code lone_-'' - B u'-iil--in
inless Steel Code None
Number
umber of S,h R e_p_a qions
.Rqg.iqri,Sp@cing,!nq 4
Biaxial Column Method Inte ration
Pa I rme Beta I Factoi(P-qA)_ .65
Concrete
f on c rete S t r e s s Block
gy!ar
Use',Cracked Sec'ions? Yes
se Cracked Sections Slab? 0
No
F s-
.Un-useld-Fo.r.ce Warnings?
Min 1 Bat, Diaq1,,Sq0cin9?.- No
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Max,%--S"t-e-e--I-f
psi......C--olurii-n ...................
RISA-3D Version 17.0.4 [C:\... ...\Backups\NYNYCO21 OOB Mount Analysis_backup.r3d] Page 1
Con-parry Foresite Group Mar 22,2022
■ Designer DMG 10:56 AM
111RISA lob Number 1106.086 Checked By: GSR
Model Nwne NYNYCO2100B Mount Analysis
Global Model Settings Continued
.w
Selsir�G�Code �� ASCE 7 16
Seismic
Base Elevation (in. Not Entered
..�._ _.
Add Base O�lPel�t"?......._ ... ., . Yes.
Ct X 02
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9I
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7 Wind Load ,90° WLZ ._,.
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Irl oa
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pp �#
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RISA-3D Version 17.0.4 [CA...\...\...\...\...\...\Backups\NYNYCO2100B Mount Analysis_backup.r3d] Page 2
Cornpnny Foresite Group Mar 22,2022
Designer DMG 10:56 AM
111RISA
Job Number 1106.086 Checked By:GSR
,r v r Abe Model Name NYNYCO2100B Mount Analysis
Load Combination, Continued
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RISA-31D Version 17.0.4 [CA...\...\...\...\...\...\Backups\NYNYCO2100B Mount Analysis_backup.r3d] Page 3
Company Foresite Group Mar 22,2022
Designer DMG 10:56 AM
IIIRISA' ,Job Number 1106.086 Checked By:GSR
A WW, [EA U,,MIVANY Model Name NYNYCO21 OOB Mount Analysis
Load Combinations Continued
R B,-F
OC 1" 2 0. -1
Ye w "
Ye'
64
1.2DL+1.5 LIL�+i.0 OWm es y
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RISA-3D Version 17.0.4 ...\Backups\NYNYCO21 OOB Mount Analysis-backup.r3d] Page 4
Company Foresite Group Mar 22,2022
Designer DMG 10:56 AM
111RISA Job Number 1106.086 Checked By:GSR
Model Name NYNYCO2100B Mount Analysis
Load Combinations(,Continuey) _
De '0 B_ Fp_ P B_ Fa,,,,
B... Fj �a_ B_F
B_F,
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'128 (1.2+0.2Sds)DL+1.01EL -, es Y
C� I i, DL 1.24 E_�-.707 .707
ds�DL'+1.OE �es b C1
12b �(i-?+ _-.5 86
E
(1.2+0,2Sds)DL+1.OEL__J es Y D�1.24 L
131 2"+0-,.,2 S'd's'-)D-L"+'i
OEL es Y 'QL 1 24 E 707tlL2�30
+0.2Sds)DL+11.01EL e L
J32 (1.2+0.2Sds)DL+1.01EL
jj_34 (0.9-0.2Sds)DL+I.OEL 0' es Y DL 56 E_ I
es Y 3.
. ......... ......... ...... JIL
36 (0.9-0.2Sds)DL+1 OEL 4 es 'D M�E �307 707
.866
.9_+0.2Sds)DL+
137, ( _ 11. ..... .........
+
13$ (0.9-0.2Sds)DL+I.OEL 9.4 es y D L 1
I ...........
0.2Sd DL+ D
_Q �(0-9-0.2Sds)DL+ -.70 307
E�
,.9,2Sds)DL+1.01EL 1 es,'�C D
.09-0.2Sds)DL+1.OEL 1 Yes,,Y DL 86 E -1
24 E
E
le
�J 'jL�j DL -
DIL 7
L 86
141 R9-0.2Sds)DL+
.. ........
2SWD
44_0 9 O L+ �y DL 186E_�,70
IE
-7
b
4519:9 7 9,2§ds)DL+11.01EL 2- es
145- (9-1- 9,-.?Sds)DL+1.OEL es' Y DLI.A, 71'_�
L
DL_86 tel L L f
1.OE__
. ........... .......
147 (0.9- 0.2§d ej,' E 70
0.2Sds)DL+11.01EL 3.'� S' DL 86
es
3 _T.....117
e E.,, �866
a D L+1.OEL ..........
(9.9
Member PrimarV Data
"WMI J 4obl, KJOit 8910,0_ 170e� Qps�gn Ust ....
........... .......... " ' I A53, r.,B
A) ,Beam ' Pipe �typica
N8 N14 90 PIPE 2.0 Beam Pipe Typica
Pipo
Mpi J`4_1'i 5, 1 r�n Qr.R..,
PIPE 2.0 P u TYPica
4 p MP3 N50 w N51 PIPE 2.0 Column, , ,pipe A53 Gr.B Typical-,
Pipe A53
1Co umn Typical
N4 P-2 --_N�8 1 11�7' ,J' I— __ '
6 HSA3 N38A PIPE 2,Q Bpp Typical
Pipe
7 m A53 Gr.B Typical
HSA1 N41-A " .N��613 PIPE 2,.0 Beam Pipe A53 Gr,B TyiPpl.
9. TypJca.._
PIPE 2.0 A53 GrA
N53 N51A SR3/4 HRA...VBr.pq None 36 Or.36 Typical
-k �,'�FBfjpq�� None A36
10 W4, A
DB4 3, J.,,jypical
N44-,, N4?A ._. Maiz4 None A36 Gr.36 Typical
ical
A .. .............
041�, ]�§R _1 "'P " None
V VBiacI
.1,3 N4M 1
14 DB2 A36 Gr.36 yp
N46 , N57 SR314 HRA 'VBrare jknp A36 Gr.36 T...TYPical
§R 3�/4--H R.--X.
_Jy5race, None
16 Al W N38A PIPE 2.0 Beam Pipe AN,QT.B Typica
17 J�_ None None
18 M19 N42 N40A RIGID None None RIGID Typical
RIGID,
RIGID
N2 IGjP 11 1 None ,None j,__TYPiPPI
J
"J9._ M1,9A, N37A I 1 11131 RIGID 20 M20 N38B N9 RIGID, , Nqng, None
D -,"None
RIGID I None Typical
N41
T "I ___
22 M22 N39 N48 RIGID ' None, None RIGID Typical
al,
T one I None.,
Typlc
Rl�j �",61 """ RIGID _Typl_�
zi ical
24111 M24 N51B N36 RIG1,111)_ None None TypjcpI__
_4� ' --AO TyPical__�
RISA-3D Version 17.0.4 [CA... ...\Backups\NYNYCO21 0013 Mount Analysis_backup.r3d] Page 5
Company Foresite Group Mar 22,2022
Designer : DMG 10:56 AM
Job Number 1106.086 Checked By:GSR
.u�a nun Model Name NYNYCO2100B Mount Analysis
Member PrimarZ Data Continued
g" type Dnn 1 jettrral ?saga raala..
LF'
_.26 .. _ 6: .. _ .IN5�3 . _ 4m kC Jmint.. . ?kate4c�... 4n wrl ! 4 ...... rt 3 ...... T91?MP
Hot Rolled Steel Properties
ka� l [ � .. Q.. sa Cll _m... ... .Ft
C
1 e� _A36 Gr 36 2000 .�_ 11154 3 r l,e�. .165 L:S � r�� f �fo.�...Y� 4dII.a. ....._.ky56 ._ 1.2 ...
2 A A992 29000 1w1.154 . _. .3 65 d .49 ....50 _ 1.,.1 �65 •1.
3 65 1.1
:. _ 58 �..
4 .A ,Q Qr,Q 29000 154 _ 65 49 42 1.4
_�..5 . A500 Gr 46 m�.. 29000 11154 65 49 46. 1 4 _�.. J8__
.A53 G.r..B. 20�9Q. . 11..154
Hot Rolled Steel Section Sets
�..... Lhel hp Cyp .,.. IOreytq Lrost jru .�... D� gsr9 F�rlr .. �dn lyyr14 Ir, urr4 Mrn ..
1 f H 1A...... .. r .1 b_.I .beam I- �iar��e�d�36 �, �.... ypicca�....L.- 2 s .. . .. 2.. . _� �?,. . .....
Hot Rolled Steel Desi n Parameters
j FH11 .... PIPE 2 0 132 r911 Segment SegmenLm ourm ttat �nl l r ot;Crn r. r _.Kyy ' Lat rums
1 t al.
2 EH.2. . PIPE 2 Q 1w32 �9wXl:ot S?9t�en Lateral'.
... .
_.__MP1.... ... PIPE ,2 0 Lateral
96 _ � .. � .. . �
Lateral
5._ .. M.P2 .__ PIPE 2..Q ....9C j . . �._._ _ W_.. �.. .. la ... _ - Lateral'
6 HSA3, PIPE 2.0 5608 _w Lb,yy 1
?... ....HSA4 .: PIP 2 0 ...56 08..� ... ---YY � . . �a�era
_ __ . Late._..
8 HSA1 PIPE 2 0 _56 08 Lb , Lateral
.:.HSA2...�..P.IPE 2..�1 ..56w6. _ ._ LbYY._ .N _ .. ..... ...
rv� Lal
ateral
1�. DB4 kdRA. 36 ._... . . ,a �.�. , __._. �.... . ... . ... .. _ �5 6 Late al
_ 5
SR3/4 HRA w 56 913 _ 5 65m _.
_... ..�.. . _ Lateral
p- r
St14 HRA ...
SR3/4 IiF A 36 65 65 ral
14
} . r _._ . .. _ —. . . _ �.� �. _.
IiRA .56 9.13 65. ._65 ....
Lateral
_Lateral
15.... M V61 SR3/4_HRA 36 �r _. �...... ., _.. 65 .65 m..._ .
17. . ..._Dg1 �sRtLateral
a.HR...56 9�3 ....... _ .... .. .�.Lb .... Lateral,'"
1..8 D63 SR 3/4.H.R... 56,913 .. _w. Lb _ . _ 65__:. .65 _._..__ ........... ....
Joint Boundar Conditions
'p�Yt t @IkB�l]
Z�.41 n r _
Qi
2 N41 A
t��ail. �.
.3.. ..
_ _
4 .. N43w
5.
N49A _Reaction �. .....Reacticn .� _ F�e�ctign �. .
6_ . N50A Reaction Ruction Re1.action ... Reaction.. _ .. Reaction
.Re?cb�?n. . ..Reec].!cn .. ...�.... .. . �. .. ...Reeetton..
RISA-3D Version 17.0.4 [CA...\...\...\...\...\...\Backups\NYNYCO2100B Mount Analysis_backup.r3d] Page 6
Company Foresite Group Mar 22,2022
IIIRISA Desl oer DMG 10:56 AM
Job Number 1106.086 Checked By:GSR
Model Nwne NYNYCO2100B Mount Analysis
Envelope Joint Reactions
nbl X�] .� L Y[IW LC Z[1b) k ...FAX[k-fk]. a 1� LC ] ..,ww..._ L ..,..
2 _.N49A_.. io58 21� 6 13.656 a6333s 6 �_... �11149� C 149,_
max 1057 069 1
_3 _ N50A_ max 8 8 a � m° 676.6�4 8�J1109 k2 6 _373 5ta� 0 149L - .. 3 ..
�► m 12 20571 -1130 82414 . .. 369.... _ 74 _._. _ 1_ . 07........... 3. ..._
.. 4 N max 1 3. 44, 6 74 386 50 . 0149 239„
6 min -131 035 10. 218..289 44-1022 5.5 j 51C
6 50 1.4 357 _ 74 _ 0 1 Q72. -
2 1383,.8,5,,, 125ow444
�..1111111 w � 579595
..........mln_ 1579 597 la_, _.454250_
Envelo a Joint Displacements
...,,, .....Ni �.mm 254 10 087 43 _ ,.029._ '.6 .-1 253e.3.�80 �. R4i,l� ...
Y�� 1... L�ru1 RgWtJow� Y I k lr d .
max C . 1 �J7e 2 i 10 2 o66e 3 1
2.. _.. _ 1 573e 2 2 2,153e_3 7_.
m _. 2 _ 046 $2 059, 17 .1 97e 3 58 1 627e 2[ 10 2 066.e 3 15
163e 3. 7
_.4. . N2. nGn... ...�57 �.19. �......084. 42 057.._... 141.237e-3 74 1 578e 2 2 2 252e 3.
_ 1 25 + ..3.{...50 1 573e 2 2 2
5 N7mex 252 2 -049 43. ...,,, 029_ .... ._ ! 5.,
7 N8._,.. max, Q27 6 _ .1 992e 3 65 1 643e 2 10.. 2 315e 3 13...
5 ,. . min..� 264 10.qq. 088.. I83.. pp f }
_ ,272- .� 17.I 05...__.185.. ._ .Q8 14..!..2 012e-3 ..58 l ?.,.5.97e 2 .10 �...-1073e..3, 1.3.
.,• N9�_..... ., max .15 2 013e 3 58, .1 597e 2.� 2112 .13
Q2073
1 Q min -191 9 083 42 094 7 -1 473e 3 37.i 1 519e 2 2 2 112e 3 5..
N14 max ..... 271 3 _. ..-048 42 ._. 08 ,.. 14pp� 1 989e.3 35 J 1 522e 2 2, 2 237e 3 7_
N15 m _ - - e2 1w0 2343e3 15..
yy 289 11 Q8$ $2 078 5 1 964e 3 66 1 511.
13 I - Q2207e3 � 13
max min e,21 15 04 3. 42 } 139 7 1 472e 3,. 37 1 19e 2 l 2... ?245e 3 o-...5
14 N1.8....... �m �.��__ , - 2 297e.3 M7
16 !0!n -.,129.. __ 0 _.084. 4?, 058. '48..�m 1...237e 3...50..I 1w 573e 2 2 2 2e 3 15
15 ax 129 2 046. _ 82 066 17 1 955e 3 58 1 627e 2 1
_......
t..max.�.___. 1,578e 2, 2.. 2.252e 3 C 5..
-.... 3
-. 188 .... 4 ,...,045„ 13 .._1 524e.3w 3.5 1,522.e 2 2..a 2�3?5e-3 1 ..
18 rr�sn . . 155 1 Q. 085 _ 82 054 3 1 992e 3 56 1 643e 2 1 Q
19 N49. max. _ _ _ 1,151
..m 3e 3 15
20 min . 2 ..m, 1,1„ 085 82 ._, 1 611e 2 10 2 34
094 5 1 965e 3 66
21... .. 50...... .0?ax�_ 22 . 8 Q45. ._..�4.2.. 145_ 1.3 1.524e-3 35...1..522 2w 2. ?M:371.e.3. _7...
22 N51ax . 137 ... 1rc7 , _.. 045_ 42..� _ ..Q62__. .... 112
. 74 1 5.78e 2....2. 2.387e 3...15.
e2 10 247
min -.14 9 _ 1 977e-3. _66..,;-1,.643e 2 1.0 -2 4 ek 3 � 5
a 23 �m � � � - •. - � � � 5e 3 m 13
25 N35 ... ..man .. -.554....... .2. 341µ 63. _. 031 . 6 1746e-4:43 9 05e-4 4 -4 79 526 3. .m - -N3�.. � � 2e 3 10
pp .
a 531m 10 _Q� f 138 Q$5,_ 6. 3. 8e 4217 e 3 5 3 6
__. ._ Q87 � 14��.-. - tt . ..6e�. �...4.68e 3.... 2.
28... min 2. . 341 63 , •.12 14.� 1,412e 31 5tt._12.127.e 3. 5
29 N37.. ... ... 58rv. 1.0 -.072 _ 13.$. 1 727e 3 10
1.418e-3 14
893...... .. -..37.2... 38..... _ Q8 4 �.-1 924e 3 .14 2 178e 3, 14 2 54e..3. 2 .
30 min .... -,. _.32 N3.$ main , 752 2. 341 63.. 077 6, 1..888e 3. 6 8 556e-4 5 -7 27e 3 2
t
.�.1-0
34 .. ..rnin 519. 2 -.337... �..63_ .-.Q79 6w -8 71..8e11.; 14 _2 1.78e 3 1.4.. . 1 58e-3 ._.2
33 .. N51 B max 531 10
P.
�. . .. ... 9 572_e-4 48.._f 529e.2_. 2, 1.642e,.3 5
�...36 �� N35B min .. 102 � 6 055 � 43 079 6 �_-5 063e 3 �0$..,. ..
38 ... .n!!nry Q21 5. _ _. 055 ...42 .029_ 6. . 1 033e 3...4.9.._� 1 59,8e 2 ..2... 1 93 e 3 7
37 N36B m
82 031 14 5 04$e 3 57 1 673e 2 10 2 00 9e 3 ,.7_.
_.
39 t37 _max. ._. 1.01 0...... _ 0.3._... , 42 _ 08 .._ ..14 �_1.013e-3 72..�.1.533e-2 2��. �.. 1�Oe73 ..7.
max 015 �,.5 .. _. 029 __ 42..� 1,602e 2. 16 1 851 e 3 .5..
40 38A min., 105, 14 067w 82 �029 4 ,1 024e 3 ?4...� 1 504e 2 .2.. 2 153e 3 5..
Q68. $2 027 5_:. 5.We.3 55. 1,58,9e 2...1_Q _2,Q87e.rv3. 1.3 .i
43 N40A In 01fi 14w, 0
I.. .. � _ax�. 023w � 82 �.w 0 �149. �149�.. 0 . �149,� 3 1 e-3 { 42 1 0 �149
�e 44. 7•Q22 ...I 42.. Q.. - A b
RISA-3D Version 17.0.4 [CA...\...\...\...\...\...\Backups\NYNYCO2100B Mount Analysis_backup.r3d] Page 7
Company Foresite Group Mar 22,2022
HIR '" Designer DMG 10:56 AM
Job Number 1106.086 Checked By:GSR
A NEMETSCHEK COMPANY Model Name : NYNYCO2100B Mount Analysis
Envelope Joint Displacements LConfinueyj
9 rlft� X Hitt Y.tunt 1,Q Z tinj ... . t_tt kRolotion ._ LC, `i'Rotat.ori wx I ..Z R t tl n
45 .... N41 A [mex .. .Q1�. ._43 p ...�.`149'.__w.. 0 1,49�. _._ {119.2.412 2 a74e 3 43 Q. .... 1.49
46 min 017 83
N42, max Q22 42. 4.�1 6_.__. 149 0. 149 3,1 e-3 42. 0. 14 .
N43 max.._ 017_ 83 0_. 1.�49 0 1
48 023 82 0 1 0 1 0 1 3 27e 3 82
4� ~. Om .149 2 412e 3 83 0. 140
...._.
�w 1 1. 0 72 1.941e 3 42 5
50 min 008 . 63 _028 42 � 022 „ 14 2 430e.3 3 07e 3 65
� 2. N42 main ... ,QQ6.. 14. Q45- _ 02 Q2 _ _ 0. 1..032e,3 12.. 2..Q2 3 868e-4
�. �. - 4e3 82
53 N44 min -.094. 14... ...,045_ m 02 ...__. 069..._. .0. _?302e� ..15 2 0 5.0.3�.14_� 3 018 3. 66
54 rrax 089 _, 6 028 42 w �71 14 „2 36e-3 75 2 52
55. ..... . N46 max ... .027.. . 43.... 0 _�84. 598e-5.�74 .1..4Q5e 3
57 .. .._ N48A �....._ � 36.... .. 62 •0 . ., 6.1 __=0182 -9 824e-5..74 2 1m83..� 3.. .42. 7 100 7
max . _ 2 80e, e 3 42 i 4 1 e-4 ..6?
.56 min 026 83 002 44 83 -4 f 50 1 508 4 3 8
OQ241
-008._ _43 _2 38e-4 73 1 4 Q9e 3,., _13,e ..
60 . -Q26 C.LL42 . ::_:Oo2 44. 007 8 1�2e-4.�.4 334 ..3.E 2 ?s a1
111
in .._
61 N5.3 ax 034 42 0 44 01 82 2 422e� 72 2.158e 3 42,m
07
- - - r . . -
62 �.. min 7_9 0 _ 0 05e.
-021 . 13 ..028 . . 82,. 024 . 14, 1 054e 3 8 1 89e,3 43 4.214e-4 15 w
09.1. ._ .14... . .Q28. .....�. ._.. .. 7 14 -._. ..2e 3 59...
_.64 min 017, 5.. 044 42 022 6. . 2 273e 3 52. 2 097.e-3 83 2 93
.,Ml 6 . :.Q44 i.. . Q69..._ 0 2 3.11e-3.�4.8w .2 53e 3 6 1 3158e-4 [5a_
66 _. mwn... 42 �3 142 97e 3 50._'
65 N57 max 82 07 Q65e-4 4. 2 515
67 �.. . N49A _ �max� _wQ 149� Q.
�149..._ .. Q _ f 149...1 23.5.e 3 [73, 3..5Q5e-3 7_ -.1 167e-3 138,
68 min
. .. __..Q. 0. 1 0, 1. -3 93e 3, 6 . 35 ...3 .1. ._3.801 e 3 31
e
69 .. mmA 1max 0 ��.147. mQ 1 ._...._� 14 9. .._ Q .�.__ 11 2 474e 3. 43 0 ... !.�1
_.7.�. _ nlinm.. 0._.. 1 Q. 33. _.........
Q .. 149�.._... 0.... _ 149 0_ ..1491 _... Q...._ ..149 .31.e-3 ._4z. Q. r 149
73. . _ N37A... .maX 155 �. ?_ Q44 . _ 82. . .--_4 _ .4 [_1 9�e-3 56. 1 627e 2 18p 0 1
74__.__ min ..157. ..10......_ -08 _ 42 ..._.n.02.9._ 6_ 1 253e..3 50,...1.,573e..2.. 2. 2 163e 3 ..7 .,
N36.. max .. •1$9 .......16 .._.... Q44._... .83.�.... µ08 ..... .� 14�..2 013e-3._5$... 1.,597e- 1..0. m2..073e-3
N39. ... fix. ..ry .•�5,8 . 2... ��.043 _� 43 ... ...029 14 1 236e 3 74,. .1,�578e 2 2 112e 3
_76 min 191 9 079 43 079 F 1 473e 3 37 1 519e 2
... -. _.-.. . _ - -_ . . - 2 31 e-3. 7...
.� _ . 1 643e 2 10 08 .. _ 1 524e� 2 31
N40 max 188 4w. Q43 u2. 92e 3 66
4 _ 078 _ 6._ -1,965e-3 66.. ,1w 61,1e 2 10
,......�.._.
_ - 2..343e 3 ...1.0
. _�. .�!tn_. _126 1,1 081 82 �.._ .
$1. .[ N41.. .max 59 _10.�.._.-071 __ 6. 3,987e-3 2..
139 028. 6 .-6 176e 83 8 566e-4 10
82 -.� .. t 1 2.4e 3 4...,�,.�
1-111
N42si.max . .V.1..5.1.9.34 e- . 6 .1 642e 3.. 6. . 792e.3.._..._�.m..
83 �_ e 3_ 82,
84 ..... max. _Q3 min 1 7 13 022. 42....... 03.. 5 9 34 9e-4{ 82 1 777e 3...14 2 14
42
85 . . N43A - .... . . ..
._ . __:M5 _ -.. _. ._._.._ _. . ��..._..__. .. �a 13
42..
Envelo a RISC 15th 360-16 : LRFD Steel Code Checks
..... 1 a ,i t phw P pI1� i� pt,r°M niA. ...
2 D133 .,SR 3 4 HRA 422, 66 173..017 56 5; 6 2564 1431 0 �.179,1.1�79 _1..
2609... 32130 1
3 UB1.....SR 3/P4 HRA. . 414 66 5.3..,01$56 5 2564....1431. ..1 179 �1
79 -1
4
5 _,� MP? .._ PIPE,2.0 �.._. 236 30...E 2 L.3Q..� Q47 �_ 1 149.�. 321301 872.1 872_ 1-1
7 ..,,.111IP1 .. PiPE._2.Q..,� .. 240 .... ,.3Q �60.{ 034 66 1491 .3 8721 $72i1-1
.192 0 0 8Q506 i2472... 321301 872„ 1.072 n1 1.;
6 MP3 PIPE 2 0. 201 66 58 034
$ H ... _ --
PIPE 2.0 _ �. 56 74 Q80 6 pp2472 32130 1q,8721 s- .._1
9 �,.HSA4, PIPE_2.0 192 1 ,,. 872 1......
1Q HSA.! .PIP. 2�.Q. �._.. ��_ 1.68._, __ Q .�..42..� Q31�5.� zap?... 321301.1..07 �� 072�...... !11
RISA-3D Version 17.0.4 [CA...\...\...\...\...\..ABackups\NYNYCO2100B Mount Analysis_backup.r3d] Page 8
Company Foresite Group Mar 22,2022
Designer DMG 10:56 AM
Job NUmber 1106.086 Checked By:GSR
a�Mu:rrruvpan, �aan,irkw,u^ Model Name NYNYG02100B Mount Analysis
Envelope RISC 15th 360-16 : LRFD Steel Code Checks (Continued)
. Ctrl. '.I: I1N°takCkck...... 56 dd¢e W1pr r� 1�111703�2130+1d872N11-8 21
55 56... 2472 3..
11 HSA .� PIPE z o _ 188 _. 82, 082
13, I SR3/4 HRA H.. 091 771,Q17, 2564 1431 H1 1
12 a PIPE 2.0, 7 . ..17
_ ._ 56 25641431 179 179
14 ; DB2 SR3/4HRA H..; 1p.,,,, . .47_i 18 ... ....._ ?._?._.
S R3/4 HRA H. 082 083
0 67 Q20 . 53041431 �7� 17 H1
_w 15 VB3 S. . ...._ 6 69 0 !of0
1.6 _ VI3 R3/4 HRA H ..050 36 81 023 36 � 6304...1431 .. 1--I .179�..--,1.
. _ 1- 1"
VB4. SR3/4 H� H. _ _ ,. 304µ1431 79,,,a179, ••�H1-1
17 (46. _ . ..38-43 6 .
VE2 SR3/4 H� N.•.d.._.... �... �.
RISA-31D Version 17.0.4 [CA...\...\...\...\...\...\Backups\NYNYCO2100B Mount Analysis_backup.r3d] Page 9
Mount Typen4P 9p�k
gggnqCIQ'iqLi?#r4gM ers
FORESITE,
No.of Connections = 4
Bolt Horizontal Spacing,B(C)= hry in
Bolt Vertical Spacing,H(C):+ 3 in
Bolt Diameter(d)_ /, Ern
Shear Area(Ae) in
Tensile Area(A)_ Inz
Grade= a '
Bolt Ult.Strength(F)= ? ksi
Connection LoadinJJ
Bending Moment(Mx)= 0.4 kips-in
Torsional Moment(My) C kips..in
Bending Moment(Mz):. 01 kips-in
Shear Force(Vx) ~ 1-9 kips
Axial Force(Ty) ;W kips
Shear Force(Vz)_ kips
Bo9P fogJooMro C;p1a aaT,)S AISC(C-J3-2) eait xher, apacity RISC(C-J3-4)
t)Rt= ' (t JS _.. �Rv= . .R tP
M*�ndsnluraa l3oNt,"�'+pwa;s�r�rl 94r�).n�rraoTw,eR�,czpk„, per
Tu S:ktps Vu= LbA kto
Tension Ratio„ Pass _ 2,;) Shear Ratio, pASsµk.
Combined Check AISC(C-J3-5a) (Tu/(�Rt)Z+(Vu/cpRv)z<1.0
r Wind&ice Calculator-Appurtenances,Other Equipment&Structural Members
Farms„'12,"M*s4ttuAn Asa 7-16WInd$0644
wndntK G p0.WuA brra@'PYdNbp
rvb Y4vMAxiItl.6Tu W WHp lwNro''�MW w< n'h
N'kC(B g Nry fd
6 ale2l
1 a 266.12 B tob6 w u
... ..
K dA0.l T.P L'r,p Ii i,f t 5 Ad,on 26621
G q"Mb Y &t,Y AQ ill W111;ue'p¢'.maafi
p�uiarAk d �GIW I AM t
PADC �. �uiPoJA C I&It4kv2 dw4e"r4rrN,re$
WAI;AI MPIA RIX,,g M KfI y �m ghura bY`NAa M'
K, 14 vbA JV rypressure Gaelfc ent-1-1.112 b+ tl7A 'bp F":H AA0dv & Wf'
K r %F Tpl91i Id n6 rarer lar Maunla b dk�V.tlN W 4 ¢,,s/,. , &p xr?H 4
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ASCE
ASCE 7 Hazards Report
AMERICAwSOnaOF CIVIL ENGINEERS
Address: Standard: ASCE/SB7'1O Elevation: 18.54 ft(NAVD 88)
No Address atThis Risk Category: || Latitude: 41.041347
Location Soil Class: D' Default(see Longitude: '72.458880
Section 11.4.3)
Peeccoic
Wind
Results:
Wind Speed 128Vmph
18'yeoryWR| 78Vmph
25'yeurMR| 87Vmph
50'yaaryWR| 98Vmph
100-yeuryWR| 105Vmph
Data Source: ASCE/SE| 7-10, Fig. 20.5-1Band Figs. CC.2'1—CC2-4. and Saotinn26.52
Date Accessed: Mon Mar 21 2022
Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear
interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard.Wind speeds
correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability
0.00143. [0R| = 78Uyaam).
Site inino hurricane-prone region oo defined inASCE}SB 7c1U Section 262. Glazed openings need not be
protected against wind-borne debris.
Page of Tuo Mar 2z2uzc
ASCE
AMMICAN SOCIETY OF CIVIL ENGINEEFIS
Seismic
Site Soil Class: D- Default (see Section 11.4.3)
Results:
SS 0.177 Sol 0.08
S, 0.05 TL 6
Fa 1.6 PGA: 0.096
F 2.4 PGA M : 0.154
S MS 0.283 F PGR 1.6
,S'M, 0.12 le . 1
SIDS 0.189 C 0.7
Seismic Design Category B
0-30 MCER Response Spectrum 0.20 Design Response Spectrum
0-25 016
020 0 14
0.12
0-15 4-10
0.08
0-r0 , ..,...,,,,. 0.06
0.05
0 04
FW 0.02 4 W
0. .... .... ..t ..2 VS..T(S)
. 5. 0..., 0. ...._... 1 Sa(9)ws T s'),4:
s 6 7
5
a(g) ( )
0-16 MCER Vertical Response Spectrum 011 Design Vertical Response Spectrum
0 10
0.14 - 0 1 4
r
0-12 0-08
010 007
00f4 00 a f
0-05 .
0,06
0-04 ,
0-04 Nw0 0.03
0.fJ2 _...........w...;_ ......._."®""---------- .,, 0.02 a ... ......... ...... ..... .....
0 0.5 1-0 1.5 2.0 0 .5 VS T(S}1 0 1-5 2A
Sa(9)Vs T(s)
Data Accessed: Mon Mar 21 2022
Date Source:
USGS Seismic Design Maps based on ASCE/SEI 7-16 and ASCEISEI 7-16 Table 1.5-2. Additional data for
site-specific ground motion procedures in accordance with ASCElSEI 7-16 Ch. 21 are available from USGS.
rf �ee7b�azertt „4 nplre� Page 2 of 3 Tue Mar 22 2022
SCE
AMERICAN SOCIEY OF CIVIL ENGINEERS
Ice
Results:
Ice Thickness: 1.00 in.
Concurrent Temperature: 15 F
Gust Speed 50 mph
Data Source: Standard ASCE/SEl 7-16, Figs. 10-2 through 10-8
Date Accessed: Mon Mar 21 2022
Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys
and gorges may exceed the mapped values.
Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds,
for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain.
Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice
thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may
exceed the mapped values.
The ASCE 7 Hazard Tool is provided for your convenience,for informational purposes only,and is provided"as is"and without warranties of
any kind.The location data included herein has been obtained from information developed,produced,and maintained by third party providers;
or has been extrapolated from maps incorporated in the ASCE 7 standard.While ASCE has made every effort to use data obtained from
reliable sources or methodologies,ASCE does not make any representations or warranties as to the accuracy,completeness,reliability,
currency,or quality of any data provided herein.Any third-party links provided by this Tool should not be construed as an endorsement,
affiliation,relationship,or sponsorship of such third-party content by or from ASCE.
ASCE does not intend„nor should anyone Intwpretu the results provided by this Tool to repBaa e the sound judgment of a competent
pnAessional,having knowledge and experience in the appropriate field(s)of practice,nor to substitute for the standard of care required of such
professionals in interpreting and rapplyirg the contents of this Tool or the ASCE 7 standard.
In using this Tool,you expressly assume all risks associated with your use.Under no circumstances shall ASCE or its officers,directors,
employees,members,affiliates,or agents be liable to you or any other person for any direct,indirect,special,incidental,or consequential
damages arising from or related to your use of,or reliance on,the Tool or any information obtained therein.To the fullest extent permitted by
law,you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data
provided by the ASCE 7 Hazard Tool,
htgs,tlas,e7h<az rdtool,online/ Page 3 of 3 Tue Mar 22 2022
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