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Home My WebLink About1000-108.-4-11.3 (6) MAILING ADDRESS: PLANNING BOARD MEMBERS � �•�,� P.O. Box 1179 JAMES H.RICH III Southold, NY 11971 Chairman OFFICE LOCATION: MIAJEALOUS-DANK Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 MARTIN H.SIDOR (cor. Main Rd. &Youngs Ave.) DONALD J.WILCENSHI Southold, NY � Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director Date: February 14, 2025 Re: Planning Department Report Wireless Upgrade: T-Mobile at 415 Elijah's Lane 415 Elijah's Lane, Mattituck, NY SCTM#1000-108.4-11.3 The Planning Board has found that the requirements of the above-referenced T-Mobile Wireless modifications and equipment up-grades have been completed based on the site inspection made May 31, 2024. The improvements are in compliance with the General Requirements of§280-70 and the Planning Department report dated February 13, 2023; therefore, we recommend a Certificate of Occupancy be issued for this application. Thank you for your cooperation. I Ike, MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 DONALD J.WILCENSKI Southold, NY 11971 Chair "" � �� OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III �� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR ); Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director Date: July 23, 2024 Re: Planning Department Report Wireless Upgrade: Verizon Wireless at 415 Elijah's Lane 415 Elijah's Lane, Mattituck, NY SCTM#1000-108.4-11.3 The Planning Board has found that the requirements of the above-referenced Verizon Wireless modifications and equipment up-grades have been completed based on the site inspection made May 31, 2024. The improvements are in compliance with the General Requirements of§280-70 and the Planning Department report dated August 11, 2023; therefore, we recommend a Certificate of Occupancy be issued for this application. Thank you for your cooperation. From: India DeCarmine <IDeCarmine@amatofirm.com> Sent: Wednesday, March 20, 2024 5:02 PM To: Westermann, Caitlin Subject: Request for final Planning Site Inspection at 415 Elijah's Lane, Mattituck, NY/Building Permit no.49571 Good afternoon Caitlin, Thank you for speaking with me on March 19th. Please consider this email to be a request for a final Planning Site Inspection in connection with Verizon Wireless' upgrade to its Communication Facility located at the above address.The tax map number is 108-4-11.3. The building permit number is 49571, and the project involved the removal and replacement of Verizon Wireless antennas and other ancillary components on the monopole.There was no work at ground level. Please let me know if you need any other information. Please also let me know when the inspection has occurred, if possible. SUb-P Best, India DeCarmine, Esq. AMAhC) .. LAW GRi !ill. PLLc ow,.. odd own�.... 666 Old Country Road,Suite 901 Planning Board Garden City, New York 11530 516-227-6363 work 631-742-5545 cell Decmine amatofirm.co � m ...._w_...ar wµ ........... ......w......._.ww_..�.,_... . CONFIDENTIALITY NOTICE:This electronic message contains information from the law firm of Amato Law Group, PLLC. This e-mail and any files attached may contain confidential information that is legally privileged. If you are not the intended recipient, or a person responsible for delivering it,you are hereby notified that any disclosure, copying, distribution or use of any of the information contained in or attached to this transmission is STRICTLY PROHIBITED. If you have received this transmission in error, please forward same to sender and destroy the original transmission and its attachments without reading or saving in any manner. ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i MAILING ADDRESS: PLANNING BOARD MEMBERS SRF SOUT, P.O. Box 1179 DONALD J.WILCENSKI �4 �i'_ Southold, NY 11971 Chair OFFICE LOCATION: JAMES H. RICH III Town Hall Annex MARTIN SIDOR Y4 54375 State Route 25 PIERCE RAFFERTYd (cor. Main Rd. &Youngs Ave.) AMELIA JEALOUS-DANK � OnUM , Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director Date: August 11, 2023 Re: Planning Department Report Equipment Upgrade for Verizon Wireless at 415 Elijah's Lane 415 Elijah's Lane, Mattituck SCTM#1000-108.-4-11.3 The Planning Department has conducted a review of the proposed modifications referenced above pursuant to §280-74 B(2), and has received a report from our Wireless Technical Consultant, Cityscape, Inc. (see attached report). The proposed Verizon equipment upgrade is in compliance with the General Requirements of§280-70. The proposed equipment upgrade will cause essentially no visible change to the exterior by removing and replacing antennas and radio heads, in addition all cables will be routed inside the shaft of the monopole. There is no proposed change to ground equipment. Therefore, we recommend a Building Permit be issued for this application as soon as possible to meet the Federal shot clock rules for approvals of modifications to wireless facilities. Laserfiche File: Planning Department/Applications/Site Plans (SP)/Pre- submission/1000-108.-4-11.3(6) Thank you for your cooperation. cc: Gabriella S. Amato, Esq., Amato Law Group Town of Southold,, New York CRYScape Telecommunications Site Review C o N s U L T A N T S , I N C . Collocation Application 2423 S.Orange Ave#317 Orlando,FL 32806 Tel:877.438.2851 Fax:877.220.4593 July 17, 2023 Heather Lanza Town of Southold Town Hall Annex Building 53095 Route 25 Southold, NY 11971 PROVIDER/NAME/ID: Verizon Wireless /Mattituck/ 144803 TOWER OWNER/NAME/ID: Crown Castle/BU#843211 /Mattituck ADDRESS: 415 Elijah's Lane, Mattituck,NY 11952 LATITUDE: 40' 59' 57.79"N LONGITUDE: 72' 30' 40.17"W SCTM#: 1000-108.4-11.3 STRUCTURE: 107.5' Existing Monopole Tower(110.5' including appurtenances) Dear Ms. Lanza, 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 Verizon Wireless ("Applicant") to modify equipment on an existing one hundred and seven and a half(107.5)foot monopole tower. The tower, owned by AT&T and Crown Castle (and is managed by Crown Castle), is located at 415 Elijah's Lane, Mattituck, New York, see Figure 1. AT&T, Dish and T-Mobile also operate at this site. Support Structure& E ui ment Per the submitted construction drawings (CDs)' the Applicant proposes to remove nine(9) antennas and six(6)Remote Radio Heads(RRHs)at the seventy-eight(78)foot level of the tower. The Applicant proposes to install new equipment, as shown in the table below, on the existing Verizon antenna mount located at the seventy-eight(78) foot level of the tower,see Figures 2 and 3. TOWER EQUIPMENT # ADD 12 Antennas:6)Commscope NNH-6513-11261;3)Samsung XXDWMM-12.5-65; 3)Samsung MT6407-77A 6 RRH's:3)Samsung 132/1368A;3)Samsung 135/1313 2 Hybrid cables 1-1/4" 1 CD's prepared by B+T Group,Rev 5"Construction"dated 6/16/23,signed and sealed by a registered New York Professional Engineer. Town of Southold-SCTM# 1000-108.4-11.3 CRYScape Verizon/ 144803 Page c o N s u 1. T A N T S . I N c . At ground level in the compound, the Applicant has no changes to its equipment that is located within Verizon's shelter inside the tower's compound, see Figure 4. Structural Anal The Applicant submitted a Structural Analysis Report (SA) prepared by Tower Engineering Professionals,dated April 4,2023,based on ANSI/EIA/TIA-222-H,Risk Category II and Exposure Category C standards. The analysis indicates that, after the Applicant's proposed modifications, the tower would be at 93.5% of maximum usage capacity (out of an allowable 105%). Thus, it is determined that the structure, with the proposed modifications, would be structurally compliant, see Figure 5. The two (2) new hybrid cables that will be added will be routed inside the monopole as indicated on the SA. Since the Applicant will be using its existing antenna mount,a Mount Analysis Report was submitted. The report was prepared by NB+C, dated June 24, 2022 and utilized the same criteria as the SA referenced above. The analysis concludes the max structure rating is at 36.2% which falls within the acceptable range,see Figure 6. RF Exposure Safety To verify RF exposure safety, A Radio Frequency— Electromagnetic Energy (RF-EME) Report from EBI Consulting, dated 7/7/2023 was submitted by the Applicant showing FCC compliance with RF exposure rules at no more than 20.6% of the FCC limits for public RF exposure,see Figure 7. Summary -Approval Recommended 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—SCTM# 1000-108.4-11.3 CKYScape Verizon/ 144803 Page 3 CON SU L. T A N T S , I NC . 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 recommendations are based on technical merits without prejudice per prevailing laws and codes. CityScape verified that the proposed appurtenances shown by Applicant's construction drawings were listed in the structural report,but we 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, Steven Webster Project Engineer CityScape Consultants, Inc. Town of Southold 1000-108.4-11.3 44:1 • Q�5 G� Anders Jensen Design • ��'� ,� Terr��ran!A��lased fi Wry Advance Auto Parts '� A��ta marts stare 5 .. ��in fid Figure I —Site r �- • Lang Island Tick Testdng qtr Location i Town of Southold-SCTM# 1000-108.4-11.3 CttyScape Verizon/ 144803 Page 5 C O N S U C. T A N T S I N C F0.5 A�PBBKG.3GM1;128'-G-AGL JUN 28 20231 501 OO Town ( Planning Board 1914 MR-F, V 4 y/c-a Yw�lu.�ktl AttlEt�M1< _ --MR VER120N EGUWEN7 (e)COM.6C07E-Nt-"-'A28 ANIEMPS 3)SWWNG-8318E♦tA il[i41 (3)SAMUNG-05/813 ORAN (3)SUNG-NE8a87-77A AN'7EA'NAS CCS)SArS.u` -%Anatix-tY S-W . (3)RAtW-RA3LC-!71}-PF-a! kyYA{1t0 pa FA(6TRiG V8L7ilS � �l�HI.t7C�•,iC.,'rw,�'III SCVAM :�I iEf ucrr•w_:zw:-:•115-rr-.s y::E:W!EYYnAG wi.:'FT ANEEA M C778'-0- N7 NCUCU 785 � i i (E)187'-8-YG1i8A81E (E)',rrlen iE{7'•MES (,2),w ax (7/8- i a -( VE782GN FEEDAM(1-i (2)2)"M CAM 1-t/4') ' I " i . I TOWER ELEVATION sem:K9r TO SCALE Figure 2-Elevation Drawing of Structure &Proposed Equipment Town of Southold-SCTM# 1000-108.4-11.3 cftyscape Verizon/ 144803 Page 6 C O N S U L T A N I S I N C . \ CA i0 BE RFIMEO (GAMIN) - LAWN+ •B2/059A RRA-W1048 332'A)WUSX (3 IpTAA.1 PER SEn011) CJ �! CT r A. P To REWAN U. WPTO TOTAL) (E)PLATFORM UOUN7 CI -. E. ( —(c)A,T '.D tE Rmaa: TO RLMAW 1 wx-ArC9 f (2 ToKR SECT:H.a xc sEncN) 1 IlONCPJ3 N (ALPHA) -� AS �v AIAWTn 04 a I; (BETA) - M `-W)Rni TO M 10 amjb ;<!'AZIMUTH 02 - (SW`s' ,071WO.."-W04C i ER+STTIG ANTENNA PLAN 2 TALE. uaT sa :CALE N \ J - ARM s VA44-B2/BM CRAM NIL Sk" !! (3 TOTAL,PEN SECTOR) 7GAUMA)RN f ? t C3 •.NCW AXNEA COg6COK-NHM-558-R215 (f TOTA,2 PER SEGTCRI SCIV LTE " A+ C11 (E)OVP 4f+R/sTE l RAI_-Ia=X1C-3.1e:-M-y (I TOTAL) NEW OYP \� RAYCAP-RC3CC-331$-PF-I5 (2 TOTAL) I b W TC y � -NEW RAN (� S MSUNG-35/813 ORAN yK .` ry TG -i PER SECM10 RL-SV B! (E 26,- 70'AZIMUM yaW.0-AMAW-Its-B3 03 1 (3 TOTAL, 1 KA WCrM) (E)PLATFORM MOUNT (BLTA) ' M 245'AZWYTH n�1 `: NL-SUN ��-NET+ANTENNA SAAC.NG-MT&07-77A aie ' (]:OTA[.1 PER SECTOR) NEW ANTENNA PLAN _ SCALL.IV TO SCALE N Figure 3-Overhead View of Existing and Proposed Equipment Configuration Town of Southold-SCTM# 1000-108.4-11.3 CkScape Verizon/ 144803 Pagel C O N S U L T A N T S I N C . JUN 282023 # '_� �rfrrr.'rr:rrrr•� ., N r ✓ r �±f j' •— I c ti 1 Fr .rte J I Figure 4-Ground Equipment Configuration Town of Southold-SCTM# 1000-108.4-11.3 CKYScape Verizon/ 144803 Page c 0 n S U t. T A N T S i v c Date: April 4,2023 Tower Engineering Professionals 326 Tryon Road Raleigh,NC 27603 (919)661-6351 Subject: Structural Analysis Report Carrier Designation: Verizon Wireless Co-Locate Site Number: 5000193684 Site Name: Mattituck Crown Castle Designation: BU Number: 843211 Site Name: Mattituck JDE Job Number: 745021 Work Order Number: 2217925 Order Number: 648700 Rev.0 Engineering Finn Designation: TEP Project Number: 218919.839766 Site Data: 415 Elijahs Lane,Mattituck,Suffolk County,NY 11952 Latitude 40°59'57.79",Longitude-72'30'40.17" 107.5 Foot-Monopole Tower Tower Engineering Professionals is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above-mentioned tower. The purpose of the analysis is to determine acceptability of the tower stress level.Based on our analysis we have determined the tower stress level for the structure and foundation,under the following load case,to be: LC7:Proposed Equipment Configuration Sufficient Capacity This analysis utilizes an ultimate 3-second gust wind speed of 128 mph as required by the 2020 New York State Uniform Code.Applicable Standard references and design criteria are listed in Section 2-Analysis Criteria. Structural analysis prepared by: Gautam Sopal,E.I.i DEN Respectfully submitted by: �QpM HQ�� .per r •; Adam N.Howe,P.E. Ca N� rt?&989 ARO�ss�oN�� 4-4-2023 RECEIVED i JUN 2 8 2023 N Y 5outho# town Planning Board Figure 5-Structural Analysis Summary Town of Southold-SCTM# 1000-108.4-11.3 ckyscape Verizon/ 144803 Page 9 C O N S U L T A N T S I N C . Verizon Na�•C TOTALLY COMMITTED Network Building+Consulting,LLC 1777 Sentry Parkway W,Veva 17 Suite 400 Blue Bell,PA 19422 (267)460-0122 NBC—SmartTool@nbcllc.com Antenna Mount Analysis Report and PMI Requirements Mount Analysis SMART Tool Project#:10150854 NB+C Project#:100895 June 24,2022 Site Information Site ID: 144803-VZWI MATTITUCK Site Name: MATTITUCK Carrier Name: Verizon Wireless Address: Elijah s Lane 8 RT 25 Southold,New York 11952,Suffolk County Latitude: 40.999360° Longitude: -72.511400° Structure Information Tower Type: 107.5-Ft Monopole Mount Type: 12.5-Ft Platform Mount FUZE ID#16275828 Analysis Results Platform: 36.2%Pass* 'Antennas and equipment to be installed In compliance with PMI Requirements of this mount analysis. *'Contractor PMl Re uirements: Included at the end of this MA report Available 8 Submitted via portal at https://pmi.vzwsmart.com For additional questions and support,please reach out to: vzwpmisupport@nbcllc.com OF NetV Report Prepared By:Rachel Huang,P.E. y�`P�� oeL° D,�� 0 6/24/2022 ��SSf[7�LpL Figure 6-Mount Analysis Summary Town of Southold-SCTM# 1000-108.4-11.3 cittyscape Verizon/ 144803 Page 10 C o N s u I. T A N T s I N C . Radio Frequency - Electromagnetic Energy (RF-EME) Jurisdictional Report Site No. 144803 Mattituck Elijah's Lane&Rt 25 Southold,New York 11952 Suffolk County 40°59' 57.70"N.-72°30' 41.00"W NAD83 EBI Project No.6223002739 July 7,2023 At ground level, the maximum cumulative exposure level from all carriers at this Site is approximately 20.63 percent of the FCC's general population Ilmic (4.126 percent of the FCC's occupational limit). Additionally, at the adjacent rooftops and ground, the maximum cumulative exposure level from all carriers at this Site is below both the FCC's general population and occupational limits. Prepared for: Verizon Wireless 4 Centerock Road West Nyack.NY 10994 Prepared by: EBI Consulting environmental I engineering I due diligence Figure 7—EME Compliance Report Title Page with Report Conclusions pjeog 6utuueld uAAOI rimjanoSI _£ >r � � FlaVeizo � - Planning Boardbel bASHIN:GTQN VALLEY AC°n verizon%l BED:vIINST'.A,h.f'12'. VERIZON SITE NUMBER: 144803 BUSINESS UNIT #: 843211 CROWN VERIZON SITE NAME: MATTITUCK SITE.ADDRESS: MATTITucLANE 95z Cc CASTLE SITE TYPE: MONOPOLE COUNTY: SUFFOLK S�TH'RBL[743SUITE2 TOWER HEIGHT: 107'-6" JURISDICTION: TOWN OF VERIZON 5G L-SUB6 - CARRIER ADD SOUTHOLD B+T GRP SITE INFORMATION DRAWING INDEX APPROVALS LOCATION MAP �h CROWN CA,-rLE USSR INC. \trr.Tl;cx s«tE-r:r € sHEEr nesCRIIYI-«oN - ITEADDRESR ISELIJAICSLANR TI II.EHBh l v '§ 9 1 4 TTIT tut r GC\ER,-NOTES VERIZON SITE NUMBER: CCU s l FOLK C 1 SITE E N _�,�:. 144803 MAPIPARcr_L#: C2 TO\\E.Y ELEVATION&:+\TF\hi PLANS IREi O-COVTRUICTION: EKIS NG SSSSx t st99.'4' C3 LC?ZPME\T I3 DLL£S ! T tYxtitFFLCXX BL#:843211 LATITUDE: LohGl un 1._.;° c-zEQL IaiL'.TJE?ILS ` - i .-. - hL�TTITUCK IAi;ONG TYPE NA 81 C FIBER N.iL C6E(`UIPNE'.T DEi:SIS E<o c;foL---ND¢eATI.- ml CA PI i,- vNG n[AGR<t,;t F-a [�ngta�a <v ---`'i 415 ES.IJ.H'S L:1iQE CURRENT ZONINGc -NUTF-D BUSINESS G GROUNDING nETAILS - - hi.4T7ITUCK,\ 11952 r- `" ILR.cDICTIO\ IV TON O:NOLTHOLD -� CCCUPANCYC? IFICATIO\ 1 G2 GROUNDINGDETAILS 1Z311A r ' nPE ca CGNsrx e.ON: IB ; 1 E-XISTING 107-6"MONOPOLE AD,A COM L A\CF FACI='IS UN A4\\LD AND NOT FOR HLLLAN GYR ti 3 CROPCRr i O\t\EA PECONIC COSTAL PROPRIUDE_LC i vc.n:sF AArr. PO BOX- SOUTHOLD\Y 119-1 T—ERO—FrN CROWN CASTLE No SCALE ISSUED FOR r i CANONSBUR,RDRIVE :Jt DAAtt INGSTO CTNEDLIEA¢NAREFOR?t-a XSTkFOR =Q` i.Ty} DRIVING DIRECTIONS rACDi YrAILO\LOC,1f"J .CF.�:SJ WASHINGTON -- CANONSBtiRG,PA 1+31"+ FULLS LE CONTRACTOR SN_ALL YERIFYALC FLA.\x.jND E£DLVSTF1r,Ni 1. i1 --cam J EX"ISTINGD\IFNSIONS ANDCCINDITIONSOV THFjOB SITE � T?KFLS_!1211, -MNAND CHLEYIBOIN AI\RIT I 7\CONTINt ONI2S'N1TA.:,,I80 � _ ICI 'n CARRIER!APPL[CANT: VER1Z0\U'-RE.f;SS AND SN.AL_Lit\[LELATEIY\OI'IFk'THE E\GINEER L\ ]t WA WING O\ ALLLYRO,AD WRITING OF ANY'DISCREPANCIES B kO :PROCEEDIPROCEEDING E h'1-2 S'CB\-4RDS A\"ESi\-.A\OFl IiLE.TAkE Uhl ,i FAO'9I 3;>C, -acs TLRNRIGHTO\TON -S DDP rRDS AVE AT TF TRAFCIC CIRCLE,TATS H£AD C.VIT < T m - BEDMINS EIF,N[M21 WITH THE WORK OR BE RESPO.NS9_E FOR SAME ON:OFLANDERS RD TURN LEFT ONTO CROSS RVER DR-TURN RIGHT ON FO 1Y 21 E/NAINRD. ---- I:.o.s::xo TURN LETT ELECTR,C P°'°"DER: PSFG 1 SSI 336-77!33 PROJECT DESCRIPTION TEDCO PROVIDER, VER ZON --- -- -- _€ 3SY2NG 1HE1 RIO GF ,P, THIS PROIECT IS TO ENPANCS BROADBANDCON'NE(' TS NDCAP,ACITYTOTHE EVSTN\c I G,.LE;L:AELLss=ACILITs' APPLICABLE CODES/REFERENCE TOIL R COP OFL\Orth. DOCUMENTS f ,- .REI40AT,Nj waTi.vN.AS A, D s ' MOVE 6 RRH t ISORK S.AIJ BE PERr0RIIE`I-iNDNIATERLIS I'.STAII LD IN?CC0SOANC E\trTH Ay' •iNSTLLG2N,nN F_VNAS TH C RRvN EH DEBONSOF E FOLCOR'ING CODES AS ADOP FED BY THE LOCAL S `Y •I STALLORRH_ GOV'EfUNINGAUTHORITIES.NOTHING IN THL.EL PLANS IS TO BE CONSTRUED TO PERA<IT DIN T- L OPTS It ORh N:CTCONFCRAIINGTOTHESECODES: r' �" PROJECT TEAM hsT d _;HATRED CYST E CODE YPE CaOe - BL_LDING YCO BUILDING CODS OF NYS AVE Fi-11i B+TGROUP GROL\DSCOPEOF\GORK MECHANICAL 2 20XIECHANICALCODE OFNOR kf NONE CONTRACTOR PMI REQUIREMENTS 2 1]178 BOCIDEAdVE ¢-O-iRIG?L -AND DBUIL BUILDING CO TE ti\IrORvIt::RE PAEvNE\:]Oti P Ic-- _- 'NLA Oh 'i'S A.\n 3l[LDnC GOES MARIINiHILLIi'S l'A'il ACCESSED AT mve,'{pm�.veuxzaazce,m REFFRENCE DOCliMENTS: M.ARVI\PHLLIS^n�, CRPCONT S&LUCF TOOL YTNDORTRUCTURALADI-LYSIS OTHERS ssI CRO\LRN CASTLE x CORIOR,ATC PARK DRP=__SUITE.IBI P O CT NUSMER 10.^FSa fjrs� SANE DI-11-CT CII�ON PAR',\Y IR65 4zR L-CA11ON CODE(PSCC} 'w�i3 IIOUN`I ANALYSIS: BY OTHERS ((�i (��} CONTACTS: DATED: SCOT Vit�ROSIU- R P C MANAGER FD �^ ER\ G-C REDS RE- ISION. cCOCCAVIA TcO SK;@CROIVhCASTLECOM -. -- - -- ERT 10358 71Il.tND AE(�LIRE'v4ENTS AL50 EMBEDDED iN D{OUNT HATED 3,•I62i NiIJER,APERSALDd4.D'tA?E1LACD CONSTRUCTION MANAGE-4 ANALYSISRE-ORT ER- it 104.? 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T � hS E i n A L—' Bi-- it-O t i t.._ .3`�. d �E . � ta� .t I e �x CL� EEL E oi:Nom. _,nrcie: _` — u�Iy- r' IL ` fo�Z 7 LOC LD D. e. , 22.n rsa. w «T -, E vRrE1 �w_ —,D EEED —..na-iD qE,GLF �.--CP.-£ G, _ - t- E 9 =,uuE 2 IT P--EN Its ER:NC P.P.C. k - - ( . 'ER,_ , _IER ... _s„__,, CER. N- i C E55 F 4-ANTENNA CABLE GRGJNDIN /'�`�HRDVVA_DETAL FCR PX_R,,R CONNEuTIONS R?L\D.ROD DETAIL , .E =rnaR - - ---_ Seo �e i R..4LE E �_ SOT T �.,nLE - SI-IFFY\R,hiBSRL G-15 s - N' nr C_ ..11- a vel zon 7_I f 8 Zn?3 - F _ tcfi lC A`+HI\C104S S.L_Y RG±B gozFrhow Town n CROWN Planning Board R,.DCASTLE n.I. �. 12A91L4G>RT LR BLVD.SUITE-P AH,N31 OT B+T GRP -z ,. c R.., .,A a.e _. c INE c,l r.,e _.,_..,n.R .can;_... a cu o R,�.,.a .,�n._F_.,. LE__ , co CROUNL - rn. :oNs i TO SCALE <BOL�svnS "s—", VERIZON SITE NL\IBNR: -0fir 144803 hiATTITLCK BU�:543211 IT R,. s 4i;ELITCHS LANE F.L � � _ Al�1-1 o-E,AN L CONNEC \L TTITLICK,V 11952 ,F* - __-! �. ( �_E� E :r' �:NOT r� scaLE EXISTING 10,,'-6"MONOPOLE El 66 11 111L Fl�I L_ -echo IgsuED FOR: _R 3. :u�r.<tL^:o' _ s.R:nn =lE._. oh r c.�-A _.x-. -',ll s.L -e"Y.'C rx4 A e I.T.Y,r.,R.. - `} R�..nc Sn L-5E---Tr.rc r:.C� �Kc;_nor 3- CABLE `-t m R A'LE <_R LND KIT CONNFCICN GALE NOT TO ,.;,ALE Ti ,•'�.CRC-N� �E CQNh.ECTIQ'll �� Tv 1....�1' lj �v€L —a GR-IC-� pF NEVV a 1 5 RCunr IRE IN ea NOT c LE ( t ' R x- u —t RcA R TtRl 'l- 2 PD,E ERNG D,'— CD-1 - CERT a.-to asv ITE —Il =EL IS _ c�� Lc _n rnE ..wzR �,o r� .�„a��,.R n_c. .an, sr F xEcu nc. � � - -r Flo_r.�r n„„�„Lnct-' W.1 oRn s EES s� .v� r n c - u E 1 o_a NL—1-1—r_t,Ln.c at s.L s _fiEET I�`Cn4BEK REVISION: RO�wc eAR DErAL e Tal T�arcci_i nls c3eLNe GEr.AEL _ >:N T Tn SCALE I,. TC SCALE RECEIVED i 11UN 2.8 m2' 5 Old Town OL Planning Board ELIJAH'S,(5v wo LANE S 25'09'10"E M'd a- z CO N 2315211011 W N 23°08'!0"w 10!.47' I 39.46 NOW l,',Il F1191IILl IF THE 4 'OUNTY or sjfrDLx C' TnCK C0U%--Y OF SUFFOLK a. TOWN OF SOUTHOLD SIATE OF NEW YORK 00, SECTION io DISTRICT ..... 10 BI OCK 4. TAX l0f(S` �kIG °"� 666 OLD COUNTRY ROAD, 9T"FLOOR MA"IOGARDEN CITY, NY 11530 LAW G RG U P, P L L C TEL: 516.227.6363 FAX: 516.227.6367 July 31, 2023 BY FEDERAL EXPRESS ...:. . . :..._._ ®... Mara Cerezo, Planner Planning Department A U G 0 1 "'2 Town of Southold `� 6L'5d 54375 NYS Route 25 P anninrg Board Southold, NY 11971 .......,,,.w.............______... Re: Building Permit Application (the "Application") by New York SMSA Limited Partnership d/b/a Verizon Wireless ("Verizon Wireless")to the Town of Southold in connection with the modification of the existing public utility communication facility (the "Communication Facility") located at 415 Elijah's Lane, Mattituck, New York, with Suffolk County Tax Map designation Section 108 /Block 4 /Lot 11.3 (the"Property") Verizon Wireless I.cl::: Mattituck LS6/Our File No. 100-0064 Dear Ms. Cerezo: In connection with the Verizon Wireless' Application for the proposed modification of the existing Communication Facility located on the Property, enclosed is a check,made payable to the "Town of Southold" in the amount of $4,000.00, representing the escrow for the technical consultant review fee. If you should require anything further,please do not hesitate to contact me. Thank you for your attention to this Application. V y tr y yours, Denise J. Vista Enclosures cc: Verizon Wireless (by mail,without enclosures) Crown Castle (by email, without enclosures) 405 LEXINGTON AVENUE I CHRYSLER BUILDING,26T"FLOOR I NEW YORK,NY 10174 212.485.6000 402 MAIN STREET I SUITE 204 1 METUCHEN,NJ 08840 1 732.317.1511 f� OFFICE LOCATION: �i,� MAILING ADDRESS Town Hall Annex .A�0 P.O. Box 1179 54375 State Route 25 �� d """ Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone: 631-765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: August 1, 2023 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. ww...m_Mn..w_..._ __..._......_.......... __t ..._ ..........w w.._w.._.a.. _w_............_.aw........... ._ wwwww_ ...__............_..... _.. Applicant/Project Tax Map # Amount Check Date/No. Name & Type �.. .w_ ............... ......www _ Name ... ._.__ _. Cell Tower Verizon Upgrade at 108.-4-11.3 $4,000.00 7/24/23 #11375 Baxter 0-W CITIBANK,N.A. 11375 AMATO LAW GROUP,PLLC GARDEN CITY, NY 11530 IOLA ACCOUNT 1-1481210 666 OLD COUNTRY ROAD 7124/2023 SUITE 901 GARDEN CITY, NY 11530 CIE $*"4,000.00 ` PAY TO THE Town Of Southold ORDER OF _ Four Thousand and 00/100�.4,k*'** .. DOLLARS Town of Southold0 a VZW/Mattituck/100-0064 , �_npinoiL.861: 06S6477L11" 4 AM /� TO 666 OLD COUNTRY ROAD, 9TH FLOOR 1(�l Il GARDEN CITY, NY 11530 LAW GROUP, P L L C TEL: 516.227.6363 1 FAX: 516.227.6367 July 12, 2 23, r-, VIA HAND DELIVERY RECEIVED Town of Southold Building Department J L 1 3 2023 Town Hall Annex Building JUL 13 7.073 54375 Route 25 Southold Town IIUII,DIIiG DEPT. Southold,NY 11971 Planning Board Re: Building Permit Application(the"Application")by New York SMSA Limited Partnership d/b/a Verizon Wireless ("Verizon Wireless") to the Town of Southold (the "Town") in connection with the upgrade of the existing public utility communication facility (the "Communication Facility") located at 415 Elijah's Lane, Mattituck, New York, with Suffolk County Tax Map designation Section 108/Block 4/Lot 11.3 (the"Property") Verizon Wireless Ref.: Mattituck LS6/Our File No. 100-0064 Dear Sir/Madam: In connection with Verizon Wireless'Application to upgrade the existing Communication Facility located at the Property, and in response to the enclosed correspondence from Steve Webster of CityScape Consultants, dated June 29, 2023 (the "CityScape Correspondence"), enclosed please find the following materials: 1. In response to Comment 1 of the CityScape Correspondence, please see our response below,as well as the Application for Building Permit and Building Department Application Authorization executed by the current Property owner; 2. In response to Comment 2 of the CityScape Correspondence, Verizon Wireless hereby submits an Antenna Mount Analysis Report and PMI Requirements, prepared, signed and sealed by Peter Angelo Ludas, P.E., on June 24,2022 (the "Mount Analysis"); and 3. In response to Comment 3 of the CityScape Correspondence, Verizon Wireless hereby submits a Radio Frequency—Electromagnetic Energy (RF—EME)Jurisdictional Report, prepared by EBI Consulting,dated July 7,2023 (the"RF-EME Report"). Further, below please find a more detailed response to Comment 1 provided in the CityScape Correspondence: Comment 1: This tower is listed as being owned by Crown Castle. It's FCC ASR registration(1219856) lists CCATT(Crown) as the tower owner, but many of the documents submitted with this application, including the tower easement agreement with Gobhil LLC(the purchaser of the property out of foreclosure)and SBA Sites of Boca Raton, list either or both Crown and SBA as the tower owners. The Verizon lease lists two site numbers in the document, Crown BU 843211 (Mattituck)and SBA Site ID NY18009-G(Baxter). Crown and SBA are competitors, so it is confusing to see references to both firms in the documentation that you provided with this modification application. Could you please explain the tower ownership or,at least, clarify that Crown Castle is legally 405 LEXINGTON AVENUE I CHRYSLER BUILDING,26TH FLOOR I NEW YORK,NY 10174 1 212.485.6000 402 MAIN STREET I SUITE 204 1 METUCHEN,NJ 08840 1 732.317.1511 authorized to act as the lessor for this tower? Response: It is our understanding that AT&T was the original owner of the tower, and continues to 'own' the tower. However, Crown Castle purchased majority of the rights associated with ownership and now manages the tower. To further clarify, SBA does not have an interest in the tower. SBA purchased an easement for the land under the tower from the Property owner. AT&T and Crown now lease the land from SBA. Please be reminde' d that the Spectrum Act, as set forth in 47 U.S.C. § 1455, and the FCC Report and Order No. 14-153 (the "FCC Order") mandate an abbreviated, streamlined municipal application process for wireless communication facility applications which qualify as "eligible facilities requests," including a 60-day application review and approval timeframe. As established in the initial Application submission correspondence, dated June 27, 2023, stamped received by the Town and enclosed herewith, Verizon Wireless respectfully submits that its Application for the proposed upgrade of the existing Communication Facility qualifies as an "eligible facilities request," which the Town "may not deny, and shall approve." Accordingly, the Spectrum Act and FCC Order require the Town's approval of the Application within the required timeframe and without the need for a protracted zoning process. Further, lease iiote that,-PursLiant to FCC Re ori aiid Order No. 13-2-'38, tube Town is obligaced to notify Vet zon Wireless, in writing,, of ally further comments relative to those provided iii the Cit vScape Corresnondence w ith i n ten (10).days of the date of this subin 1 ssiog If everything is in order, kindly issue the building permit for the proposed upgrade to the Communication Facility at your earliest convenience. Should you should have any questions or comments, please do not hesitate to contact me. Thank you for your attention to this Application. V Y t i,u I�-,yours, Gabriella S. Amato Enclosures cc: Verizon Wireless(via email, without enclosures) Crown Castle(via email, without enclosures) Steve Webster of CityScape Consultants(via email, with enclosures) Gabriella Amato From: Steve Webster <steve@cityscapegov.com> Sent: Thursday,June 29, 2023 8-.03 PM To: Gabriella Amato Cc: jessicam@southoldtownny.gov; elizabeth@cityscapegov.com Subject: Verizon modification application for 415 Elijas Ln, Mattituck, NY (Southold) Gabriella, CityScape is reviewing the application that you submitted for Verizon's 5G/C-Band overlay on this site and I have the following questions: -ation(1219856) lists CCATT -Tis tower is listed as being owned by Crown Castle. It's KC ASR relgisti (Crown) as the tower owner, but many of the documents stibn-iitted with this application, includincy the tower easernent agreement with Gobhil LLC the purchaser of the property out of foreclosure) and SBA Sites of Boca Raton, list either or both Crown and SBA as the tower owners, The Verizon lease lists two site numbers in the document, Crown BU 843211 (Mattituck) and SBA Site ID NY1 8009-G (Baxter). Crown and SBA are in to see references to both firms in the documentation that you provided with this competitors, so it is confus modification application. Could you please explain the tower ownership or, at least, clarify that Crown Castle is legally authorized to act as the lessor for this tower? - The submitted plans show the reuse of the existing antenna platform mount to accommodate the proposed antenna swap/addition. The most recent structural standards (ANSIITIA-222-H)require that, when an antenna I or the mount is also submitw-ll. As a result, the application isn't inount is being re used, a structural analys*s f complete until an antenna mount structural analysis is also submitted witli N.,our application. - The Town of Southold, NY land use code, § 280-70 section K requires that the applicant show that the proposed wireless equipment meets the FCC MPE (Maximum Permissible Exposure) requirements that are outlined in FCC OFT-65. In order for this application to be complete, an "RF EME" study needs to be submitted with your application. I look forward to receiving clarification on the tower ownership and to receiving these two additional documents. The Town of Southold may also have their additional requirements in order for this application to be deemed complete, but these above three items are what CityS cape requires to complete its report for the Town. Ifyou have any questions or require clarification, please feel free to contact me. Steve Webster CityScape Consultants 206-372-1805 TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 :";2�,.040 �� Telephone (631) 765-1802 Fax (631) 765-9502 https:llwww.sat1ciicyldtn��lni1�,, ep, � �a Date Received APPLICATION FOR BUILDING PERMIT 1 '� 1 For Office Use Only PERMIT NO. Building Inspe{toy: JUL 1 3 2023 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an _ ,- - Owner's Authorization form(Page 2)shall be completed. T�'� 9 Date. 7 Zai � OWNER(S)OF PROPtR7Y: Name:Peconic Coastal Properties, LLC SCTM# 1000-108-4-11 .3 Project Address:415 Eiljah's Lane, Mattituck, New York 11952 Phone#: Email: Mailing Address:PO BOX 545, Southold, New York 11971 CONTACT PERSON: Name:c/o Gabriella Amato, Esq. of Amato Law Group, PLLC Mailing Address:666 Old Country Road, Suite 901 , Garden City, New York 11530 Phone#:(516) 227-6363 Email:GAmato@amatofirm.com DESIGN PROFESSIONAL INFORMATION: Name:Peter D. Smith, P.E., of B+T Group Mailing Address:1717 S. Boulder, Suite 300, Tulsa, Oklahoma 74119 Phone#;{918} 587-4630 Email: CONTRACTOR INFORMATION: Name:Comcell Construction Corp. Mailing Address:1373 Lincoln Avenue, Holbrook, New York 11741 Phone#:(631 ) 654-5915 Email:Fran@com-cell.com DESCRIPTION OF PROPOSED CONSTRUCTION New Structure ❑Addition ElAlteration ❑Repair ❑Demolition Estimated Cost of Project: Oother* ls�2.a�:�L �F�' �i.x�s� ✓F�.R�'Z.�►J vU�2k.��i $30,000.00 Will the lot be re-graded? DYes MNo Will excess fill be removed from premises? ❑Yes *No New or smite Partnership a Verizon Wireless( Verizon ire ess }, the pp{cant f�er�en, proposes to upgra e its existing public utility wireless communication facility located at the above-referenced property, as more fully reflected in the construction drawings submitted herewith and erein. 1 PROPERTY INFORMATION Existing use of property:Public utility wireless communication facility Intended use of property:Public utility wireless communication facility Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Industrial this property? DYes 6_0 No IF YES, PROVIDE A COPY. 90 Check Box After 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. on behalf of Applicant/Lessee New York SMSA Limited Partnership ®Authorized Agent El Owner Application Submitted By(print name): d/b/a Verizon Wireless Signature of Applicant: Date: Title: Network Eng ring -Real Estate STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Applicant/Lessee 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 beforenteltbig)ECARMINE NOTARY PUBLIC-STATE OF NEW YORK 'J'��090491 day of. 19 t)/ 202_3 0 ij a I I f i(--I d i r) S 11 f t/,)J*-C'0 U 'y Notary PubIiC +�,VIYCOMMISSIOnEXI(I/iiesO5-2022 QLD PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) on behalf of j Peconic Coastal PO Box 545, Southold, New York 11971 ,� 4ProDerties,-LLC residingat New York SMSA Limited Partnershp d/b/a Verizon Wireles, do hereby authorize c/o Amato Law G to apply on r_1 my behalf to the `�-j i of Southold Building Department for approval as described herein. _/7 12,3 h 7 UWn er s Signature Date Print Owner's Name ar-. +, fFOts TOWN OF SOiTTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 litips://www.soutlioidtowniiv.t)ov BUILDING PERMIT APPLICATION INSTRUCTIONS & CHECKLIST Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. The work covered by this application, including land clearing/site work, may not be commenced before issuance of a building permit. • No building shall be occupied or used in whole or in part for any purpose whatsoever until the Building Inspector issues a Certificate of Occupancy. Every building permit shall expire if the work authorized has not commenced within twelve (12) months after the date of issuance or has not been completed within eighteen (18) months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an additional 6 months. Thereafter, a new permit shall be required. ALL APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING MATERIALS: ❑ Building Permit Application: Complete, signed and notarized. ❑A survey/site plan, drawn to scale at original size, showing the location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas and waterways. Cl Four(4) sets of plans bearing the signature and original seal of a NYS licensed professional engineer or architect illustrating compliance with the Building Codes of New York State. ❑Contractor's proof of insurance and Suffolk County license: • Certificate of Workers' Compensation Insurance (0105.2 or U26.3) AND a Certificate of Disability Benefits Compensation Insurance (DB120.1) Certificate of Liability Insurance "Note: Final Fees will be calculated by the Building Department using the lee schedule. Fees will be collected after the permit is written ADDITIONAL DOCUMENTATION MAY BE REQUIRED AS IDENTIFIED BELOW: ❑Suffolk County Department of Health Services Approval (original copy) []Approval of the Zoning Board of Appeals, Planning Board, and/or Historic Preservation Commission (if applicable) ❑Electrical Permit Application (FILED SEPERATELY): Electrician must have an active license with Suffolk County Flood Plain Development Permit Application (if applicable) ❑Sou Town Trustees Permits be required: If any work will be done within 100' of a tidal or thold may fresh water wetland. ❑NYS D.E.C. Permits may be required: If any work will be done within 300' of a tidal wetland or 100' of a fresh water wetland ❑1 copy of ComCheck/ ResCheck (if applicable) ❑1 copy of Manual J, Manual D and Manual S (if applicable) Utilization of truss pre-en yinecred wood timber con truction form. (if applicable) ❑Single and separate title search (if applicable) ❑Curb cut permit (NYS or Suffolk COUnty form 239F) (if applicable) ❑Origi nal signed owners Authorization: if applicant is other than owner. 3 {�. yy??/ •L �.,, TOWN OF SOUTHOLD--BUILDING DEPARTMENT r Town Hall Annex 54375 Main Road P. o. Box 1179 Southold,NY 11971-0959 �r 4s ' Telephone (b31) 7b5-1802 Fax (b31) 765-9502 hLtj)s-//www.s0utl1+ idtownn oy , . . INSPECTION &CERTIFICATE of OCCUPANCY INFORMATION, It is the responsibility of the applicant, owner, or contractor to request inspections from the Building Department. Construction must be completed and certificate of occupancy must be obtained within eighteen (18) months, or the permit may need to be renewed. Building permits shall be visibly displayed at the work site and shall remain visible until the authorized work has been completed. Work shall remain accessible and exposed until inspected and accepted by the Building Inspector.The permit holder shall notify the Building Inspector when any element of work described below is ready for inspection. The following elements of the construction process shall be inspected, where applicable: Footing reinforcement or pier excavation prior to pour; • Footing keyway with foundation wall reinforcement; • Foundation before backfill; Foundation damp proofing; • Framing, tie down/strapping and plumbing; • Underground plumbing; Perimeter insulation; Rough electric; Insulation and caulking; • Solid fuel-burning heating appliances, chimneys, flues or gas vents; • Energy Code compliance; and A final inspection after all work authorized by the building permit has been completed. After all necessary inspections are completed additional documents, including but not limited to the following, may be required: • Suffolk County Health Department Approval—original copy • Plumbers Affidavit • Miscellaneous Certifications as requested by Plans Examiners or Inspectors The Certificate of occupancy will be issued after all of the required documents are submitted to this office. No building may be used or occupied in whole or in part, until a Certificate of occupancy shall have been issued Y by the Building Inspector. The desi n contractor owner/ / g professional is responsible for all drainage and storm water issues as provided by Chapter ter 236 of the Town Code. The person responsible for this site must call in for all inspections listed above. Contact the Town of Southold Building Department at (631) 765-1802 to schedule your inspections. Please have your building permit number ready. 4 Building Department Application AUTHORIZATION ...}�L � L..42 Api � (Where the Applicant is not the Owner) on behalf of ZVETIHECP �' Peconic Coastal I, Properties, LLC residing at PO Box 545, Southold, New York 11971 (Print property owner's name (Mailing Address) New York York SMSA Limited Partnership d/b/a do hereby authorize (Agent) Verizon Wireless c/o Amato Law Group, PLLC to apply on my behalf to the Southold Building Department�� It� Peconic Coastal Pro erties, LLC By:/ 41212- t��Vs Sig�iat } (Date (Print Owner's Name) VIV/1 1`7 Radio reuenc iElectromagneticEnergy 0 it (RF�EME) jurisdictional Site No. 144803 Mattituck Elijah's Lane & Rt 25 Southold, New York 11952 Suffolk county 400 59' 57.70" N, -720 30' 41.00" W NAD83 EBI Project No. 6223002739 July 7, 2023 - t5, r VdL e r P _A ` ! t P a Ar � r a a,:' r Prepared for: Verizon Wireless 4 Centerock Road West Nyack, NY 10994 Prepared by: onsu t'ibn environmental I engineering 1 due diligence RF-EME Compliance Report Site No. 144803 EBI Project No. 6223002739 Elijah's Lane&Rt 25,Southold, New York TABLE OF CONTENTS EXECUTIVE'SUM MARYS...000 agog Vegas 04 9 09990 goes see 60000 0 0000*040*6*1 1.0 INTRODUCTION,.*0 0 of 0*0 0#0 9 0 of 6 60 ease 0 of**9*0000 a Esee 0001b 1 2.0 SITE DESCRIPTION Do beet@***66v*#********a*tome woe m a*2 3o0 WORST-CASE MODELING CALCULATIONS .......................3 4.0 MITIGATIONISITE CONTROL OPTIONS 5.0 SUMMARY AND CONCLUSIONS 6.0 LIMITATIONS APPENDICES APPENDIX A CERTIFICATIONS APPENDIX B RADIO FREQUENCY ELECTROMAGNETIC ENERGY SAFETY APPENDIX C FEDERAL COMMUNICATIONS COMMISSION (FCC)REQUIREMENTS EBI Consulting RF-]MECompliance Report Site No. 144803 EBI Project No. 6223002739 EUjah's Lane& Rt2ISouthold, New York EXECUTIVE SUMMARY Purpose of Report EnWro8uoinesa Inc. (dba E8| Consulting) has been contracted by Verizon Wireless to conduct radio frequency electromagnetic (RF-EME) modeling for Verizon Wireless' upgrade to an existing facility ("Facility") located on the existing monopole at Bijah's Lane & Kt 25 in Southold, New York ("Site") to determine RF-Ey1E exposure levels from proposed Verizon Wireless communications equipment atthis Site.Asdescribed ingreater detail inAppendix Cofthis report,the Federal Communications Commission (FCC) has developed Maximum Permissible Exposure (MPE) Limits for the general population and for occupational activities.The FCC requires wireless system operators toperform anassessment ofpotential human exposure to RF fields emanating from all transmitting antennas at a site whenever antenna operations are added or modified, and to ensure compliance with the MPE limit inthe FCC regulations. This report summarizes the results of KF-EME modeling in relation to relevant FCC RF-EME regu|ations/compUancescandords. This report describes modeling calculations of KF levels associated with the existing and proposed antennas. We have performed these modeling calculations at all adjacent roof levels and at street level employing standard FCC mathematical models for calculating the effects of the antennas in a conservative manner. Therefore, our nmau|os provide worst-case RF levels to ensure the conclusions are conservative with regard to compliance with the FCC limit for safe continuous exposure. Statement of Compliance In this case, there are other existing antenna carriers (Unknown) at the Site to include in the compliance assessment. Note that FCC regulations require any future antenna co||ocatoru to assess and assure continuing compliance based on the cumulative effects of all then-proposed and then-existing antennas at the Site. As presented in the sections below, our conclusions are based on worst-case modeling calculations related to the existing and proposed antennas. At ground |eve|, the maximum cumulative exposure level from all carriers at this Site is approximately 20.63 percent of the FCC's general population limit (4.|26 percent of the FCC's occupational limit). AddidonaUy, at the adjacent rooftops and ground, the maximum cumulative exposure level from all carriers at this Site is below both the FCC's general population and occupational limits. Nomvichstand\ng, workers climbing the monopole should be informed about the presence and locations of antennas and their associated fields. Due to the use of such conservative calculations for purposes of our ana|ysis, it should be noted that the exposure levels actually caused by the antennas will likely be less significant than the calculated results herein. As the site is in compliance with applicable FCC limits as designed, there are no additional control measures required (See Section 4.0). Notwithstanding, itisalso recommended that in connection with a |mckout/taeouc procedure, any non-Verizon Wireless worker/contractor who will be working on the monopole contact Verizon Wireless since only Verizon Wireless has the ability to }ockoudtaoout the Facility, mrmoauthorize others tmdoso. 1.0 INTRODUCTION Verizon Wireless public utility wireless communications facilities typically consist of: |\ electronic transceivers (the radios or cabinets) connected to wired telephone lines; and Z) antennas that send and receive the wireless signals created by the transceivers to be most commonly received by individual EBI Consulting * 2| BStreet ; Burlington, MA 0|803 ^ 1.800.786.2346 i RF-EME Compliance Report Site No. 144803 EBI Project No. 6223002739 Elijah's Lane&Rt 25, Southold, New York subscriber units(wireless telephones). Transceivers are typically connected to antennas by fiber or coaxial cables. Because of the short wavelength of the radio waves used in wireless services, the antennas require line- of-sight paths for good propagation, and are typically installed a distance above ground level, affording a larger line-of-sight area.Antennas are constructed to propagate towards the horizon, with as little energy as possible scattered towards the ground or the sky. This design, combined with the low power of such facilities, typically results in no exposure approaching Maximum Permissible Exposure (MPE) levels, with the exception of areas in close proximity in front of the antennas. Emissions at or below MPE limits do not represent any health risk, since they are designed to provide a substantial margin of safety. Importantly, such limits are calculated to allow for continuous exposures, including a prudent margin of safety for all persons, regardless of age, gender, size or health. 2.0 SITE DESCRIPTION This project site includes the following proposed wireless telecommunication antennas on a monopole located at Elijah's Lane & Rt 25 in Southold, New York. Ant Antenna # NAME Radiation Antenna Model Centerline I Verizon Wireless 78.0 Commscope NHH-65B-R2B 2 Verizon Wireless 78.0 Commscope NHH-65B-R2B 3 Verizon Wireless 78.0 Samsunz XXDWMM-12.5-65-8T 4 Verizon Wireless 78-0 Samsung MT6407-77A 5 Verizon Wireless 78.0 Commscope NHH-65B-R2B 6 Verizon Wireless 78.0 1 Commscoi)e NHH-65B-R2B 7 Verizon Wireless 78.0 Samsung XXDWMM-12.5-65-8T 8 Verizon Wireless 78.0 Samsung MT6407-77A 9 Verizon Wireless 78.0 Commscope NHH-65B-R2B 10 Verizon Wireless 78.0 Commscope NHH-65B-R2B I I Verizon Wireless 78.0S-;a,msun XXDWMM-12.5-65-8T 12 Verizon Wireless 7&0 Samsun T6407-77A 3 Unknown 108.0 Unknown 14 Unknown 108.0 Unknown is Unknown 10&0 Unknown 16 Unknown 108.0 Unknown 17 Unknown 108,0 Unknown 18 Unknown 108.0 Unknown 19 Unknown 108.0 Unknown 20 Unknown -I--166.-0 Unknown 21 Unknown 108.0 Unknown 22 Unknown 98.0 Unknown 23 Unknown 98.0 Unknown 24 Unknown 98.0 Unknown 25 Unknown 98.0 Unknown 26 Unknown 98.0 Unknown 27 Unknown 98.0 Unknown 28 Unknown 61-0 Unknown 29 Unknown 61.0 Unknown 30 Unknown 61.0 Unknown 31 Unknown 61.0 Unknown 32 Unknown 61.0 Unknown 33 Unknown 61-0 Unknown EBI Consulting * 21 B Street * Burlington, MA 01803 * 1.800.786.2346 2 0-BiECompliance Report Site No. 144803 EBI Project No. 622302739 Bijah's Lanm&Rt 25, Southo|d, New York The above table contains aninventory of proposed Verizon Wireless Antennas and other carrier antennas (Unknown) ifsufficient information was available tomodel them. Note that for modeling purposes, EBI uses a rst-case assumed set of antenna specifications and pnvvaru for any unknown antennas. The FCC guidelines incorporate two separate tiers of exposure limits that are based upon occupational exposure limits (for workers) and general population exposure limits for members of the general population. This analysis has considered exposures with respect to both occupational and general population limits to provide u fully comprehensive report. Additional information regarding occupational/general population exposure limits is provided in Appendix C. 3.0 WORST-CASE MODELING CALCULATIONS EB( has performed MPE modeling calculations using RoofMastorTM software to estimate the worst-case cumulative power density resulting from operation of antennas at the Site. RomfMasterrw is avvide|y-used MPE modeling program that has been developed to predict RF power density values for rooftop and tower telecommunications sites produced by antennas that are typically used in connection with vvine|eom services. Using the computational methods set forth in Federal Communications Commission (FCC) Office of Engineering & Techno|mgy (OET) Bulletin 65. "Evaluating Compliance with FCC Guidelines for Human Exposure to Radiofrequency Electromagnetic Fields" (C)ET-65). RoofMasternm calculates predicted power density in ascalable grid based on the contributions of all RF sources characterized in the study scenario. At each grid |ocutimn, the cumulative power density is expressed as a percentage of the FCC limits. Manufacturer antenna pattern data is utilized in these calculations. RoofMaucernw models consist of the Far Field model as specified in <]ET'65 and an implementation of the OET-65 Cylindrical Model (Sula9). The models uh|\za several operational specifications for different types of antennas to produce a plot of apatia||y-averaged power densities that can be expressed as a percentage of the applicable exposure limit. For this report, EBI utilized antenna and power data provided by Verizon Wireless and information gathered from other sources. As noted above, where information was not available EBI used the conservative/vvorswcase assumed set of antenna specifications and power. E0| then compared the resultant worst-case MPE levels to the FCC's occupational exposure limits outlined in OET Bulletin 65. The parameters used for modeling are summarized in the Site Description antenna inventory table in Section Z.O. As noted above, unknown carriers also have antennas on the monopole. To the extent hnovvn, information about these antennas was included in the modeling analysis. Conservative modeling specifications were used for these antennas and was included in the modeling analysis. As noted ubovc, to the extent any antennas were unknmvvn. EBI used u conservative/w'orst+casmaunumed set ofantenna specifications and powers. At ground level the maximum cumulative exposure level from all carriers at this Site is approximately 20.63 percent of the FCC's general population limit (4.126 percent of the FCC's occupational limit). Addiciona|(y, at the adjacent rooftops and ground, the maximum cumulative exposure level from all carriers at this Site is he(ovv both the FCC's general population and occupational limits. Noowithstanding, workers climbing the monopole should be informed about the presence and locations of antennas and their associated fields. Amite would be considered out ofcompliance with FCC regulations if there are areas that exceed the FCC exposure limits and there are no RF hazard mitigation measures in place. Any carrier which has an installation that contributes more than 5Y& of the applicable MPE must participate in mitigating these RF hazards. There are no modeled areas on the adjacent rooftops or ground that exceed the FCC's limits for general population or occupational exposure in front of the other carrier antennas. As the site is in EBI Consulting 4 21 B Street * Burlington, M/\0 1803 * 1.800.786.2346 3 RF1EMECompliance Report Site No. 144803 EBI Project No.8I23002739 EUjah'sLane&Pt 25,Southold, New York compliance with applicable FCC limits as designed, and in accordance with the official Verizon Wireless Signage and Demarcation Policy for tower structures, no signage is recommended at this site. The inputs used in the modeling are summarized in the Site Description antenna inventory table in Section Z�l 4.0 MITIGATION/SITE CONTROL OPTIONS EB|'s modeling indicates that based on worst-case modeling calculations related to the existing and proposed antennas at ground level, the maximum cumulative exposure level from all carriers on this Site is approximately 20.63 percent of the FCC's general population limit (4.|26 percent of the FCC's occupational |imid. Additionally, mt the adjacent rooftops and ground, the maximum cumulative exposure level from all carriers at this Site is below both the FCC's general population and occupational limits. Nomvithstanding, workers climbing the monopole should be informed about the presence and locations of antennas and their associated fields. In accordance with the official Verizon Wireless Signage and Demarcation Policy for tower structures, no signage is recommended at this site. Barriers are recommended for installation when possible to block access to the areas in front of the antennas that exceed the FCC general population and/or occupational limits. Barriers may consist of rope, chain, or fencing. Painted stripes should only be used as a last resort.There are no barriers recommended on this site. 5.0 SUMMARY AND CONCLUSIONS E8| has prepared a Radiofnequency—Electromagnetic Energy (RF-EME) Compliance Report in connection with Verizon Wireless' existing and proposed telecommunications equipment to be installed at EUjah's Lane & Rt 25 in Southo|d. New York tm determine worst-case calculated RF-E[1E exposure levels from the proposed Facility at this Site. This report summarizes the results of RF-Ey1E modeling in relation to relevant Federal Communications Commission (FCC) RF-EME compliance standards for limiting human exposure to RF-EME fields. As presented in the sections above, based on the FCC criteria, at ground |mve|, the maximum cumulative exposure level from all existing and proposed carriers on this Site is approximately 20.83 percent of the FCC's general population limit(4.126 percent of the FCC's occupational limit).Additionally,at the adjacent rooftops and grmund, the maximum cumulative exposure level from all carriers at this Site is below both the FCC's general population and occupational limits. Workers should be informed about the presence and locations of antennas and their associated fields. Recommended control measures (if any) are outlined in Section 4.0. Workers who will be working in areas mfexceedance. if any, are required to contact Verizon Wireless since only Verizon Wireless has the ability to |ockmut/tagout the faciUty, or to authorize others to do so. As the site is in compliance with applicable FCC limits as designed, there are no additional control measures required (See Section 4.0). As noted above, because mfthe conservative calculation methodology and operational assumptions applied in the analysis based on the table in Section 2.0, the actual MP[ levels of the proposed Verizon Wireless antennas and existing other carrier antennas will likely be less significant than the calculated results here indicate. EBI Consulting 4 21 B Street * Burlington, MA 0|803 * 1.800.786.2348 4 0-EMECompliance Report Site No. 144803 EBI Project No.6223002739 BUah's Lane&Rt 25, Southold, New York 6.0 Lim.TATIONS This report was prepared at the request of Verizon Wireless. hwas performed in accordance with generally accepted practices of other consultants undertaking similar studies at the same time and in the same locale under like circumstances. The conclusions provided bvEBI are based solely onthe information provided by the client. The observations in this report are valid on the date of the investigation. Any additional information that becomes available concerning the Site should be provided to EBI so that our conclusions may berevised and modified, ifnecessary. This report has been prepared inaccordance with Standard Conditions for Engagement and authorized pnmposa|, both of which are integral parts of this report. Noother warranty, expressed mrimplied, ismade. RF-EME Compliance Report Site No. 144803 EBI Project No.6223002739 Elijah's Lane&Rt 25,Southold, New York Appendix A Certifications EBI Consulting • 21 B Street • Burlington, MA 01803 • 1.800.786.2346 RF-EME Compliance Report Site No. 144803 EBI Project No. 6223002739 Elijah's Lane& Rt 25, Southold, New York Preparer Certification 1,Andrew Simpson, state that: ■ 1 am an employee of EnviroBusiness Inc. (d/b/a EBI Consulting), which provides RF-EME safety and compliance services to the wireless communications industry. I have successfully completed RF-EME safety training, and I am aware of the potential hazards from RF-EME and would be classified "occupational" under the FCC regulations. 1 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. ■ 1 have reviewed the data provided by the client and incorporated it into this Site Compliance Report such that the information contained in this report is true and accurate to the best of my knowledge. EBI Consulting * 21 B Street • Burlington, MA 01803 + 1.800.786.2346 RF-EME Compliance Report Site No. 144803 EBI Project No.6223002739 Elijah's Lane&Rt 25,Southold, New York Appendix B Radio Frequency Electromagnetic Energy Safety Information EBI Consulting * 21 B Street • Burlington, MA 01803 • 1.800.786.2346 RFEMECompliance Report Site No. 144803 EBI Project No. Gl23O02739 BVah'sLane& Rc25.Southold, New York RF Signage and Safety Information RF Signage Areas or portions ofany transmitter site may be susceptible to high power densities that could cause personnel exposures in excess of the FCC guidelines.Theme areas must be demarcated by conspicuously posted signage that identifies the potential exposure.Signage must be viewable regardless of the viewer's position.Signs must belegible and readily viewable and readable at a minimum distance of five feet (1.52 meters) from the boundary (and as necessary on approach to this boundary) at which the applicable limits are exceeded, and that controls or indicators be placed az compliance boundaries. The minimum readable letter height at S feet from the signage is 0.]0inches for the Message and U.44inches for the Signal. r.UIDELINES NOTICE CAUTION WARNING This sign will inform anyone of the basic precautions to This sign indicates that RF This sign indicates that RF This sign indicates that RF follow when entering an emissions may exceed the emissions may exceed the emissions may exceed at least access point to an area with FCC General Population MPE FCC Occupational MPE limit. I Ox the FCC Occupational transmitting radiofrequency limit. MPE limit. acmml la"If9quoscy ill I C,&CAUTION rAWARNING AL 00 00 11111410 6110 40 WIN 1111111111011116 SLUL SWITCH- 9"; $V11MM S*ernr MENiiim P""0~ wrton, NOC INFORMATION INFORMATION This Is an ACCESS POW W an Information signs are used as a means to provide contact information for any questions or concerns. They will include specific cell site identification information and the Verizon Wireless Network Operations Center phone number. %JFT 101MC Physical Barriers Physical barriers are control measures that require awareness and participation ofpersonnel. Physical barriers are employed as an additional administration control to complement RF signage and physically demarcate on area in which RF exposure levels may exceed the FCC General Population limit. Example: chain-connected stanchions Indicative Markers Indicative markers are visible control measures that require awareness and participation of personnel, as they cannot physically prevent someone from entering anarea ofpotential concern.Indicative markers are employed as an additional administration control to complement RF signage and visually demarcate an area in which KF exposure levels may exceed the FCC General Population Um|c Example: paint stripes Occupational SafetX and Henn-alth Administratio.n...(OSHA) Requirements A formal adopter of FCC Standards,OSHA stipulates that those in the Occupational classification must complete training in the following: KF 8afe,y, KF Awareness, and Utilization of Personal Protective Equipment.OSHA also provides options for Hazard Prevention and Control: Hazard Prevention Control • Utilization of good equipment Employ Lockout/Tag out • Enact control of hazard areas Utilize personal alarms&protective clothing Prevent access to hazardous locations Limit exposures Employ medical surveillance and accident response 0 Develop or operate an administrative control program —__ EBI Consulting * 2| B Street * Burlington, MAO 1803 * 1.800.788.2346 RF-EME Compliance Report Site No. 144803 EBI Project No.6223002739 Elijah's Lane&Rt 25,Southold, New York Appendix C Federal Communications Commission (FCC) Requirements EBI Consulting • 21 B Street • Burlington, MA 01803 • 1.800.786.2346 RFEMECompliance Report Site No. 144803 EBI Project No.6223002739 Elijah's Lane&Rt 25, Southold, New York The RZ has established Maximum Permissible Exposure (MPE) limits for human exposure to Radiofrequency Electromagnetic (RF-EMBenergy fields, based on exposure limits recommended by the National Council on Radiation Protection and Measurements (NCRP) and, over a wide range of frequendes, the exposure limits developed by the Institute of Electrical and Electronics Engineers, Inc. (IEEE) and adopted by the American National Standards Institute (ANSI) to replace the 1982 ANSI guidelines. Limits for localized absorption are based on recommendations of both ANS|/|EEE and NCKP The FCC guidelines incorporate two separate tiers of exposure limits that are based upon occupational/controlled exposure limits (for workers) and general popu|otion/uncontno|led population exposure limits for members of the general population. Occupat/onallcontmmlled exposure limits apply to situations in which persons are exposed as a consequence of their employment and in which those persons who are exposed have been made fully aware of the potential for exposure and can exercise control over their exposure. Occupational/controlled exposure limits also apply where exposure is ofatransient nature asaresult of incidental passage through a location vvhenc exposure levels may be above general population/uncontrolled limits (see below), as long as the exposed person has been made fully aware of the potential for exposure and can exercise control over his or her exposure by leaving the area or by some other appropriate means. General population/uncontrolled exposure limits apply to situations in which the general public may be exposed or in which persons who are exposed as aconsequence oftheir employment may not be made fully aware of the potential for exposure or cannot exercise control over their exposure. Therefore, members ofthe general public would always be considered under this category when exposure is not emp|oyment,related. Table | and Figure | (below), which are included within the FCC's OET Bulletin 85. summarize the MPE limits for RF emissions. These limits are designed to provide u substantial margin of safety. They vary by frequency to rake into account the different types of equipment that may be in operation az a particular faciUtyandare^time-averaged''|imitstureflectdi#eremtdumtinnsresu|t\ngfnomoccupationa|andgenera| population exposures. The FCC's y1PEsare measured in terms of power (mW) over aunit surface area (cm2). Known as the power density, the FCC hos established for equipment operating at frequencies range from 300 Mhz to 1.500 Mhz the Occupatimna|/Contrmlled limit of(f/300) mW/cm2 where fio the Frequency in (MHz) and the General Population / Uncontrolled limit of(f/1500) mW/cm where fis the Frequency in (MHz). For equipment operating utfrequency ranges from (90OMHz to |00,000MHz. the FCC's occupational MPE is 5.0 mW/cm2 and an uncontrolled y1PE limit of 1.0 mW/cm2.These limits are considered protective ofthese populations. E8( Consulting * 21 DStremt * Burlington, y1/\0|803 ; 1.800.788.2346 RF-EME Compliance Report Site No. 144803 EBI Project No.6223002739 Elijah's Lane& Rt 25,Southold, New York Table 1: Limits for Maximum Permissible Exposure MPE) (A) Limits for Occupational/Control led Exposure Frequency Range Electric Field Magnetic Field Averaging Time (MHz) Strength (E) Strength (H) Power Density(S) [E]2, [H]2,or S (V/M) (Alm) (mw/crn') (minutes) 0.3-3.0 614 1.63 100)* 6 3.0-30 1842/f 4.89/f _-(9001f)* 6 30-300 61.4 0.163 1.0 6 300-1,500 f/300 6 1,500-100,000 5 6 (B) Limits for General Population/Uncontrolled Exposure Frequency Range Electric Field Magnetic Field Averaging Time Power Density(S) ]20 ]21 (MHz) Strength (E) Strength (H) (MW/CM2) [E [H or S (V—/m Alm minutes) 0.3-1.34 614 1.63 (100)* 30 1.34-30 824/f 2.19/f (1801e)* 30 30-300 27.5 0,073 0.2 30 300-1,500 f/1,500 30 1,500-100,000 1.0 30 f= Frequency in (MHz) Plane-wave equivalent power density Figure I FCC Limits for Maximum Permissible Exposure(MPE) Plane-wave Equivalent Power Density 1.000 1 - I , I Occupational/Controlled Exposure � General PopulationlUncontrolled Exposure E 100- E %_oo r) 0 40f �P.2 or 0-1 I1 0.03 0.3 3 30 300 3,000 30.080 1300,000 1.34 1,500 Frequency (MHz) EBI Consulting * 21 B Street * Burlington, MA 01803 • 1.800.786.2346 RFBiECompliance Report Site No. 144803 EBI Project No. 6223002739 EKjah's Lane&Rt 25,Southold, New York Based onthe above,the most restrictive thresholds for exposures ofunlimited duration to RF energy for several personal wireless services are summarized below: Personal Wireless Service Approximate Occupational Public MPE .Microwave(Point-to-Point) 5,000-80,000 MHz 5.00 mW/cm' 1.00 mw/cm Broadband Radio(BRS) 2,600 MHz 5.00 rnw/cm, 1.00 mw/cm, .Wireless Communication (WCS) 2,300 MHz 5.00 rnw/cm, 1.00 mw/cm, -Advanced Wireless(AWS) 2,100 MHz 5.00 mw/cm, 1.00 MW/cm, 5.00 MW/CM2 Personal Communication (PCs) 1,950 MHz 1.00 mw/cm, .Cellular Teleehone 870 MHz 2.90 mW/cm' 0.58 Specialized Mobile Radio (SMR) 855 MHz 2.85 MW/CM2 0.57 mW/cm' -Long Term Evolution (LTE) 700 MHz 2.33 MW/CM2 0.47 mW/cm' I Most Restrictive Frequency_Range_ 30-300 MHz 1.00 MW/CM2 0.20 MW/CM2 MPE limits are designed to provide a substantial margin of safety. These limits apply for continuous exposures and are intended toprovide aprudent margin mfsafety for all persons, regard|ensofoge.gender, size, or health. Verizon Wireless public utility wireless communications facilities typically consist of: |) electronic transceivers (the radios or cabinets) connected to wired telephone lines; and l) antennas that send the wireless signals created by the transceivers to be received by individual subscriber units (wireless telephones). Transceivers are typically connected to antennas by fiber or coaxial cables. Because of the short wavelength of the radio waves used in wireless servicem, the antennas require line- of-sight paths for good pnopagation, and are typically installed aboveground level, ofkordinga larger line- of-sight area. Antennas are constructed to propagate towards the horizon,with as little energy as possible scattered towards the ground or the sky. This design, combined with the |ovv power of such taci|idem, typically results in no exposure approaching Maximum Permissible Exposure (MPE) |eve|s, with the exception ofareas directly infront ofthe antennas. FCC Compliance Requirement A site is considered out of compliance with FCC regulations if there are areas that exceed the FCC exposure limits and there are no RF hazard mitigation measures in place. Any carrier which has an installation that contributes more than 5% of the applicable MPE must participate in mitigating these RF hazards. EBI Consulting * 21 B Street * Burlington, MA0|803 * 1.800.786.2346 verizon' TOTALLY COMMITTED Network Building +Consulting, LLC 1777 Sentry Parkway W,Veva 17 Suite 400 Blue Bell, PA 19422 (267)460-0122 NBC—SmartTool@nbcllc.com Antenna Mount Analysis Report and PMl Requirements Mount Analysis SMART Tool Project#: 10150854 NB+C Project#: 100895 June 24, 2022 Site Information Site ID: 144803-VZW1 MA TTI TUCK Site Name: MATTITUCK Carrier Name: Verizon Wireless Address: ElUah's Lane & RT 25 Southold, New York 11952, Suffolk County Latitude: 40.9993600 Longitude: -72.5114000 Structure Information Tower Type., 107.5-Ft Monopole Mount Type: 12.5-Ft Platform Mount FUZE ID#16275828 Analysis Results Platform: 36.2% Pass* *Antennas and equipment to be installed in compliance with PMl Requirements of this mount analysis. 'Contractor PMI Requirements: Included at the end of this MA report Available & Submitted viva portal at https.-IlpmLvzwsmart.com For additional questions and support, please reach out to: vzwpmisuppotf@nbclk.com of i4epp t,%4GELO 'Q Report Prepared By: Rachel Huang, P.E. 6/24/2022 X4475 S10 PIN, Mount Structural Analysis Report June 24, 2022 (1) 12.6O'FtPlatform Site ID: 144803'KZN//&&4TTITl/CK Page 12 Executive Summa The objective of this report is to determine the capacity of the antenna support mount at the subjectfacility for the final wireless telecommunications configuration, per the applicable codes and standards. Any modification listed under Sources of Information was assumed completed and was included in this analysis. This analysis is inclusive of the mount structure only and does not address the structural capacity of the supporting structure. This mounting frame was not analyzed as an anchor attachment point for fall protection. All climbing activities are required to have a fall protection plan completed by o competent person. Sources of Information: Document Type Remarks Radio Frequency Data Sheet Verizon RFDS Site ID: 675525, dated 5/20/2022 Mount Mapping Report Tower Engineering Professionals Project#218919.534172 dated 4/25/2021 Construction Drawings Tectonic Project# 10545, dated 7/22/2021 J Analysis Criteria.-. Codes and Standards: AN8|/T|A-222'H Wind Parameters: Basic WindSpeed (Ultimate 3+eeo. Guat). vuLT: 128 mph Ice Wind Speed (3'aec. Gust): 50 mph Design Ice Thickness: 1.00 in Risk Category: U Exposure Category: C Topographic Category: 1 Topographic Feature Considered: N/A Topographic Method: N/A Ground Elevation Factor, Ke: 0.998 Seismic Parameters: SS: 0.174g Si: O.049g Maintenance Parameters: Wind Speed (3-msc. BueU: 30 mph Maintenance Live Load, Lv: 250 lbs. Maintenance Live Load, Lm� 500 lbs. Mount Structural Analysis Report June 24. 2O22 (1) 12.5O-FtPlatform Site ID: 144003'KZN//8&4TT/TUCK Page 13 Final Loading Configuration: The following equipment has been considered for the analysis ofthe mount: Mount Equipment Elevation Elevation Quantity Manufacturer Model Status 77.0 78.0 3 Samsung MT6407-77A 1 t Raycap RxxDC-3315-PF-48 Retained The recent mount mapping reported existing OVP units. It is acceptable to install up to any three (3) of the OVP model numbers listed below as required at any location other than the mount face without affecting the structural capacity of the mount. If OVP units are installed on the mount fooe, a mount re-analysis may be required unless replacing an existing OVP. Model Number Ports AKA RHSDC-1 064-PF-48 2 OVP-2 RHSDC-6627-PF-48 12 OVP-1 2 RHSDC-6600-PF-48 12 OVP-12 Standard Conditions: 1 All engineering men/ices are performed on the basis that the information provided to Network Building + Consulting, LLC and used in this analysis iacurrent and correct. The existing equipment loading has been applied at locations determined from the supplied documentation. Any deviation from the loading locations specified in this report shall be communicated to Network Building + Consulting, LLC to verify deviation will not adversely impact the analysis. 2. Mounts are assumed to have been properly fabricated, installed and maintained in good oondition, twist free and plumb in accordance with its original design and manufacturer's specifications. Obvious safety and structural issues/deficiencies noticed at the time of the mount mapping and reported in the Mount Mapping Report are assumed tobecorrected and documented oopart ofthe PMI process and are not considered inthe mount analysis. The mount analysis and the mount mopping are not e condition assessment of the mount. Proper maintenance and condition assessments are still required post analysis. 3. For mount analyses completed from other data sources (including new replacement mounts) and not specifically mapped in accordance with the NSTD-446 Standard, the mounts are assumed to have been properly fabrioeted, installed and maintained in good oondition, twist free and plumb in accordance with its original design and manufacturer's specifications. 4. All member connections are assumed to have been designed to meet or exceed the load carrying capacity of the connected member unless otherwise specified inthis report. Mount Structural Analysis Report June 24, 2022 (1) 12.50-Ft Platform Site ID: 144803-VZW/MA TTITUCK Page 14 5. The mount was checked up to, and including, the bolts that fasten it to the mount collar/attachment and threaded rod connections in collar members if applicable. Local deformation and interaction between the mount collar/attachment and the supporting tower structure are outside the scope of this analysis. 6. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. Network Building + Consulting, LLC is not responsible for the conclusion, opinions, and recommendations made by others based on the information supplied. 7. Structural Steel Grades have been assumed as follows, if applicable, unless otherwise noted in this analysis: o Channel, Solid Round, Angle, Plate ASTM A36 (Gr. 36) o HSS (Rectangular) ASTM 500 (Gr. B-46) o Pipe ASTM A53 (Gr. B-35) o Threaded Rod F1554 (Gr. 36) o Bolts ASTM A325 8. Weld and plate sizes used in the mount connection check were assumed based on information made available to Network Building + Consulting, LLC. Discrepancies between in-field conditions and the assumptions listed above may render this analysis invalid unless explicitly approved by Network Building + ConsuIting, LLC. Mount Structural Analysis Report June 24, 2022 (1) 12.50-Ft Platform Site ID: 144803-VZWI MA TT/TUCK Page 5 Analysis Results: ompon tit Utilization :;., Pass/Fail Platform end plate 16.1 % Pass Platform angle 16.0 % Pass Platform support -15.4 % Pass Bottom Rail _ 9.1 % Pass Kickers 6.8 % Pass Top Rail 20.4 % Pass Top rail connection 29.0% Pass Pipe mast 36.2 % Pass Platform side plate 23.9 % Pass Mount Connection 16.0% Pass SLIuC-LICRating ( ontrolliny Utilization of all Components) 336.2% I.- Mount Steel (EPA)a per ANSIITIA-222-11 Section 2.6.11.2: Ice Mount Pipes EXG1Ud4.d Mount Pipes Included, Thickness Front(EPA)a Sido (EPA)a Front(EPA)a Side (EPA)) (In) (-)(I. Ft.) (Sq. Ft.) (Sq. Ft,) (Sq. Ft.-) 0 27.8 27.8 45.8 45.8 0.5 36.2 36.2 61.8 61.8 1 44.0 44.0 77.1 77.1 Notes: - (EPA)a values listed above may be used in the absence of more precise information - (EPA)a values in the table above include 3 sector(s). - Ka factors included in (EPA)a calculations Requirements The existing mount is SUFFICIENT for the final loading configuration shown in attachment 2 and do not require modifications. Additional requirements are noted below. Contractor to remove unused Unistrut members. If required,ANSIIASSP rigging plan review services compliant with the requirements of ANSIITIA 322 are available for a Construction Class IV site or other. Separate review fees will apply. Attachments: 1. Contractor Required Post Installation Inspection (PMI) Report Deliverables 2. Antenna Placement Diagrams 3. Mount Photos 4. Desktop Mount Mapping Report(for reference only) 5. Analysis Calculations Mount Structural Analysis Report June 24, 2022 (1) 12.50-Ft Platform Site |O: 144803-KZN//8NAT77TUCK Mount Desktop -- Post Modification Inspection (PMI) Report Requirements Documents & Photos Required from Contractor— Passing Mount Analysis Passing Mount Analysis requires 8 PM1 due to 8 modification in loading. Electronic odfversion ofthis can be downloaded at . For additional questions and suppod, please naooh out to vzwprnksupport@nbcUo.00rn PSLC #: 144803 SMART Project#: 10 150854 Fuze Project |[): 10275828 Purpose—to provide SMART Tool structural vendor the proper documentation in order to complete the required Mount Desktop review of the Post Modification Inspection Report. 0 Contractor is responsible for making certain the photos provided as noted below provide confirmation that the installation was completed in accordance with this Passing Mount Analysis. " Contractor shall relay any data that can impact the performance of the mount, this includes safety issues. -Base Requirements: ° If installation will cause damage to the structure, the climbing fad|by, or safety climb if present or any installed system, SMART Tool vendor to be notified prior to install. Any special photos outside of the standard requirements will be indicated on the drawings. m Provide "as built mount drawings" showing contractor.0s name, contact information, preparer's signature, and date. Any deviations from the drawings (Proposed modification) shall be shown. NOTE: If loading is different than what is conveyed in the passing mount analysis (MA) contact the SMART Tool vendor immediately. w Each photo should be time and date stamped � Photos should be high resolution. * Contractor shall ensure that the safety climb wire rope is supported and not adversely impacted by the install of the modification components. This may involve the install of wire rope guides, or other items to protect the wire rope. If there is conflict., contact the SMART Tool engineer for recommendations. * The PMI can be accessed at the following portal: httpsxVpmmi.vzwsmart.comm Photo Reguirements: m Photos taken at ground level • Photo of Gate Signs showing the tower owner,. site name, and number. • Overall tower structure after installation. • Photos of the mount after installation; if the mounts are at different rad elevations, pictures must be provided for all elevations that equipment was installed. m Photos taken at Mount Elevation • Photos showing the safety climb wire rope above and below the mount prior to installation. o Photos showing the climbing facility and safety climb if present. o Photos showing each individual sector after installation. Each entire sector shall be in one photo to show the interconnection of members. Mount Structural Analysis Report June 24. 2O22 (1) 12.5O-FtPlatform Site ID: 144803-VZN//8&4T77TUCK � These photos shall also certify that the placement and geometry ofthe equipment onthe mount is asdepicted inthe antenna placement diagram inthis form. o Photos that show the model number ofeach antenna and piece ofequipment installed per sector. w The contractor shall certify that the antenna & equipment placement and geometry isin accordance with the sketch and table asincluded inthe mount analysis and noted below. E] The contractor certifies that the photos support and the equipment on the mount is as depicted on the sketch and table included in this form and with the mount analysis provided. OR El The contractor notes that the equipment on the mount is not in accordance with the sketch and has noted the differences below and provided photo documentation ofany alterations. Spec*ial Instructions/Validation as required from the MA or any other information the contractor deems necessary to share that was identified: Issue: I Contractor to remove unused un/strucmembers. Response: Specitall Instruction Confirmation: El The contractor has read and acknowledges the above special instructions. E All hardware listed in the Special Instructions above (if applicable) has been properly installed, and the existing hardware was inspected. El The material utilized was as specified in the SMART Tool engineering vendor Special Instructions above (if applicable)and included in the material certification folder is a packing list or invoice for these materials. OR [] The material utilized was approved by SMART Tool engineering vendor as an "equivalent" and this approval is included as part of the contractor submission. Mount Structural Analysis Report June 24, 2022 (1) 12.50-Ft Platform Site ID: 144803-VZWI MATTITUCK Comments: Contractor certifies that the cli,mbine facifit safety climb was not damaged prior to starting word*, ❑Yes ❑ No Contractor certifies no new damage created during the current installation. ❑Yes ❑ No Contractor to certify the condition of the safet _climb and verify no damage when leaving the site: ❑Safety Climb in Good Condition ❑ Safety Climb Damaged Certifying I nd i id u ak Company: Employee Name: Contact Phone: Email: Date: Structure; 144803-VZW-MATTITUCK Sector: A 0/24/2022 Structure Type: Monopole 10150854 ,`I' Mount Elev: 77.00 Page: 1 TOTALLY COMMITTED Plan View 3in.r�atre Front View- Looking at Structure r R5 R4 R3 Ali •.s. 4 3 2 1 Note: OVP mounted on vertical pipe attached to mount standoff arm Height Width H Dist Pipe Pipe Ant C.Ant Ant Ref# Model (in) (in) Frm L. # Pos V Pos Frm T. H Off Status Validation A2 NHH-65B-R2B 72 11.9 135 1 a Front 53.04 0 Added R4 RF4439d-25A 15 15 135 1 a Behind 48 0 Added A2 NHH-65B-R2B 72 11.9 90 2 a Fmnt 53.04 0 Added R5 RF4440d-13A 15 15 90 2 a Behind 48 0 Added Al XXDVVM M-1 2.5-65 wl CBRS R R H-RT440-48A 16.2 11.4 59 3 a Front 52.8 0 Added R3 MT6407-77A 35.1 16.1 15 4 a Front 53.04 0 Added OVPMPRxxDC-3315-PF-48 29.5 16.5 Member Retained 04125/2021 Copyright 2019 by Tower Engineering Solutions,LLC All Rights Reserved Structure: 144803-VZW-MATTITUCK Sector: B 0/24/2022 Structure Type: Monopole 10150854Nal- I Mount Eev: 77.00 Page:2 TOTALLY COMMITTED Plan View trUcturo t Front View- Looking at Structure L. sr�r■ ,rr+ s s R5 R4 4 Alr , 4 3 2 1 Height Width H Dist Pape Pipe Ant C.Ant Ant Ref# Model (gin) (in) Frm L. # Pos V Pos Firm T. H Off Status Validation A2 NHH-65B-R2B 72 119 135 1 a Front 53.04 0 Added R4 RF4439d-25A 15 15 135 1 a Behind 48 0 Added A2 NHH-65B-R2B 72 11.9 90 2 a Front 53.04 0 Added R5 RF4440d-13A 15 15 90 2 a Behind 48 0 Added Al XXDWMM-12.5-65 w/CBRS RRH-RT440-48A 16.2 11.4 59 3 a Front 52.8 0 Added R3 MT6407-77A 35.1 16.1 15 4 b Front 53.04 0 Added Copyright 2019 by Tower Engineering Solutions,LLC All Rights Reserved Structure: 144803-VZW-MATTITUCK Sector: C 6/24/2022 Structure Type: Monopole 10150854 win Mount Elev. 77.00 page; 3 TOTALLY COMMITTED Plan View ■ Front View- Looking at Structure y.ri■+. a brad I r � ■ r R5 R4 R.3 Al :Q 4 3 2 1 Height Width H Dist Pipe Pipe Ant C.Ant Ant Ref# Model (in) (in) Frm L. # Pas V Pos Frm T H off Status Validation A2 NHH-65B-R2B 72 11.9 135 1 a Front 53.04 0 Added R4 RF4439d-25A 15 15 135 1 a Behind 48 0 Added A2 NHH-65B-R2B 72 11.9 90 2 a Front 53.04 0 Added R5 RF4440d-13A 15 15 90 2 a Behind 48 0 Added Al XX DWM M-1 2.5-6 5 w/C B R S RRH-RT440-48A 16.2 11.4 59 3 a Front 52.8 0 Added R3 MT6407-77A 35.1 16.1 15 4 b Front 53.04 0 Added Copyright 2019 by Tower Engineering Solutions,LLC All Rights Reserved a F �A yF , . .45 lk , IP , �`� � + -�- + •. t —jr ' 16 Nt l .# i.P't PrP.* � -"� _- �� '�• . - '* 4 F� '� ray� •� ,� w' �L 1 A ! `'' s }. e i i � � A ILL -� �+�. .•. + ..y "'.`-. „atm. 3�,,,"T"#�.. 1.. J�ti p, + r�'4 ^�r � µ ' ►. OV t � Pt r P- M _ ■`7 f T„ TF ''1 �r 71 "f'F -• 9- '7 - ! t a 41 qt lb iL 74 F•i 1 ' Y 7 �s 1 X F` Aiir BNE J4 + Desktop Mount Mapping Forth i I4 dI Sai oi�aMW. f441LIVGK Tower Type; Manapoie TOTALLY COMMITTED. Site 113' fji�x5te z Tower Owners Grovm Cbtitl FUZE Proj"t IM 16 75828 Tdwor Hel g Pit IF 1.1 r 107.5 Cit'StGmer Vori2on Wirale,�- i'rlvunl Elevation Vt). 78 11 S*C Pioikcx No. The information contained herein is considered confidential in nature and Is to be used only for the specific customer it was intended for.Reproduction,transmisslon,publication,modification or disclosure by any rnv'K 5 Is prohibited except by express written permission of Network Building+Consulting. Document Type Provided? Source Name Project No. Dated Comments/Remarks (Yes/No) Prrylvu%Mwnl f l- `IIr; Yes Tower Engineering Professionals 218919.534172 4/25/2021 Previous Mapping Photos No Previous Mount Analysis No Provious Mount Modl,ficwms No Veayfpvt 5r,�uctijrill Anaty;,it Y-M Tower Engineering Professionals X18919 552573 6/9/2021 Conduction Grxv Ings yez Tectonic 10545.MATTITUCK 7/22/2021 Closeout Package No Closeout Photos No Handover Package No New Build 445 Documentation No Other No Previous PMI No 1he desktop mount mapping is based on the engineering review of the available site documents in FUZE,as listed above,in place of a full mount mapping.it is assumed that the Information provided in the Jocuments listed above,provide an accurate representation of the existing mount.EOR reserves the right and will typically require additional clarification and verification as will be included in the PMI requirements.During the Post Modification Inspection(PMI)process,the GC on site will be required to confirm all questions,confirmations,and validations as posed by the EOR.The engineering review for chis desktop mount mapping was performed in accordance to the ANSIMA-222-H requirements and Verixon's NSTD446 standard. I4 b r' 4 nr ry s. d y A.. z °G -L� M t �+ •yam - _ .''r.�t �Y r = r -— �~• _ t tri �.. 5 I �Ifr ff F _ a N rl b Network Budding + Consu,.. SK- 1 Rachel Huang, P.E. 144803-VZW MT LO_H June 24, 2022 at 5:34 PM Project #: 10150854 Rendered View 144803-VZW_MT_LO_H.r3d i Cade Chet-It Env) Ivo del 1.0 10-1.0 Zx .75-_90 O.-w50 i -20 ko 14 `e Y h-3 .0 Member Code Checks Displayed(Enveloped) Envelope Only Solution Network Building + Consu.. SK -2 Rachel Huang, P.E. 144803-VZW MT_LO_H June 24, 2022 at 5:35 PM Project#: 10150854 % Utilization - Bending 144803-VZW MT_LQ_HAd Shear Ccw: Y {Env) No Gale Gr u'1 71' J-5C r� 04 ap v QD .{ .01 rY ka C M z W I .04C .o3 04 k Member Shear Checks Displayed(Enveloped) Envelope Only Solution Network Building + Consu... SK- 3 Rachel Huang, P.E. 144803-VZW MT LO_H June 24, 2622 at 5:36 PM Project#: 10150854 % Utilization -Shear 144803-VZW MT`LO_H.r3d Company Network Building+Consulting June 24,2022 Designer Rachel Huang,P.E. 5:40 PM 111RISAJob Number Project#: 10150854 Checked By: .-. .i . ;1. ........ Model Name 144803-VZW MT—LO—H . Global) Model Settings Display Sections for Member CaIcs 5 Max Internal Sections for Member CaIcs 97 'Include Shear Deformation? Yes Increase Nailina Capacity for Wind? Yes Include Warping? Yes Trans Load Btwn Intersectin Wood Wall? Yes ,Area Load Mesh (in'12) 144 Mer a Tolerance in .12 P-Delta Analysis Tolerance 0.50% Include P-Delta for Walls? Yes Automaticall Iterate Stiffness for Walls? No Max Iterations for Wall Stiffness ,Gravit Acceleration (ft/seCA 2) 32.2 Wall Mesh Size in 12 Eigensolution Convergence Tol. (1.E-) 4 Vertical Axis Y Global Member Orientation Plane xz Static Solver Standard Skyline Dynamic Solver Accelerated Solver ------------P1 Hot Rolled Steel Code AISC 15th(360-16): LRFD Adjust Stiffness? No RISAConnection Code AISC 15th 360-16): LRFD Cold Formed Steel Code AISI 5100-07: LRFD Wood Code AF&PA NDS-91/97:ASD Wood Temperature < 10OF Concrete Code ACI 318-02 Mason N Code ACI 530-11.ASD Aluminum Code p AA ADM I-10:ASD- Building_ Stainless Steel Code AISC 14th(360-10 ASD Adjust Stiffness? Yes Iterative Number of Shear Regions 4 Region Spacing Increment in 4 Biaxial Column Method PCA Load Contour Parme Beta Factor(PCA) .65 Concrete Stress Block Rectangula Use Cracked Sections? Yes Use Cracked Sections Slab? s Yes Bad Framing Warnings? No Unused Force.Warn i ng.s? Yes Min 1 Bar Diarn. Spacing? No Concrete Rebar Set REBAR SET ASTMA615 Min % Steel for Column 1 Max% Steel for Column 18 RISA-3D Version 17.0.4 ...1Analysis1144803-VZW—MT—LO—H.r3d] Page 1 Company : Network Building+Consulting June 24,2022 eslgner . Rachel Huang,P.E. 5:40 PM IIIRISAJob dumber Project#: 10150854 Checked By: Model Name 144803-VZW MT_LC_H Global !Model 'ettin s Continued Seismic Code UBC 1997 Seismic Base Elevation ft Not Entered Add Base Weight? No Ct X .035 Ct Z .035 T X sec Not Entered T Z sec Not Entered R X 8.5 R Z 8.5 Ca .36 Cv .54 Nv 1 Occupancy Catego[ory 4 Seismic Zone 3. MZ 1 rn X 1 Rho Z 1 ho X 1 Joint Coordinates and Temperatures Label x[ftl _ [hI Z ft LemPAE1 Detach From D iap.. P12 6.782061 0,395833 I_ 3.301249 0 2 NP9 0,532065 0.395833 -7-524062 3 NP8 -0.529912 0.395833 -7.524359 0 4 NP5 -6.779908 0.395833 3.300951 0 5 NP4 -6.248639 0.395833 4-221097 0 6 NP 1 6,25M53 0_.395833 4.221097 Q 7 N79 0 0 0 0 8 N30 0 0.395833 3.305581 0 9 N29 2.271363 0.395833 -3.305581 0 10 N28 -2.269381 0.395833 -3-305581 0 11 N27 0 0.395833 -7.23798 0 12 N26 0.521824 0.395833 -7,2379-8 0 116 N25 -0.519842 0.395833 -7.23798 0 4 N24 2.691961 0.395833 -5 05581 0 N23 -2.68998 0.395833 -3.305581 0 N20 2.863385 0.395833 1.651635 0 17 N19 1.728199 0.395833 3.617835 0 18 N18 3.998399 0.395833 -0.314267 0 - 19 N17 6.268942 0.395833 �3 617835 0 20 N16 6.008354 0.395833 -4,069187 069187 0 21 N15 6.529187 0.395833 3.167078 0 22 N14 1-,516737 0.395833 3.984097 0 23 N13 4.207707 0.395833 -0.6768 0 24 N10 -2.861231 0.395833 1.651933 0 25 N9 -3.996417 0.395833 -0.314267 0 N8 -1.726045 ..395$ 3 3.6181320 27 N7 -6.266789 0.395833 3.618132 0 N6 -6.527205 8 3.167078 29 N5 -6.006372 0.395833 4.069187 0 --3V N4 -4.207212 0.395833 -0.679374 31 N3 -1-516241 0.395833 3.981523 0 32 N144 -1.589216 -2.1 Q4167 0.917534 0 33 N145 0.001 57 -2.104167 -1.833984 0 N146 1.588978 -2.104167 0.915856 0 5 N1 50 6.782061 5.0625 3.301249 0 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...1...1...1Analysis1144803-VZW MT_LO_H.r3d] Page 2 Company : Network Building+Consulting June 24,2022 IIIRISA Designer Rachel Huang, P.E. 5:40 PM Job Number : Project#: 10150854 Checked By: A�;E41FT3C11E�GO%IPAN) Model Name 144803-VZW MT LO_H Joint Coordinates and Temperatures (Continued) Label X I Y M z H IeWI2Detach From Dim- N1 N153 . 320 2 -Z.524062 0 37 N154 -0.52991 62 -7.524359 0 381 NJ 57 - .779 08 5.0625 0 - 9 N158 -6,248639 5M25 . 4.221 97 0 40 N161 .251353 5,0625 4,221097 0 41 N1 02 5.747937 5.0625 422-1-097 0 42 N163 - 2 4.2.21097 43 N164 -6.528555 5.0625 28655 . . 0 44 N165 -0381 .0625 -7.088408 45 NI 660 783 9 5.0625 -7.088408 0 N167 6.530536 5.0625 2.865596 ' 0 47 N143 -1,75624 0.395833 1.013966 4 N 144A 0 0.3-95832- -2.029647 0 49 N 145A 1.75$39 3 0.395833 1.013668 0 50 N143A -1.154912 5.0625 -6.441827 0 51 N144 B 6.1 70 1 5.0625 2.218717 0 52 N145B -4.998639 5.0625 4.221097 0 53 N92 -4.998639 0.395833 4,221097 _ 0 54 N94 -4.998639 0.395833 4,568319 0 55 N95 -4.998639 5.0625 4.568319 0 6 N96 -4.998639 5,8125 4.568319 0 57 N97 -4.998639 -2.1875 4,568319 0 8- N91 -1.154912 0.395 -6.441827 0 59 N93 -1.455615 0.395833 -6.615438 0 N94A -1.455615 .0625 -6.615438 61 N95A -1.455615 5.8125 -6.615438 0 02 11196A -1,455615 -2.187_5 -6.615438 0 63 N90 6.157061 0.395833 2.218717 0 4 N92A 6.457764 0._395833 2.045106 0 _ 65 N93A 6.457764 5.0625 2.045106 0 66 N 94 B 6.457764 5.8125 2.045106 0 67 N95B _ 6.457764 -2.1875 2.045106 0 68 N89 4.323727 5.0625 -0.956709 0 69 N90A -1.331972 5.0625 4.221097 1 0 70 N 91 A -2,988245 _062 -3.266401 0 71 N93B -2.988245 0.395833 -3.266401 0 72 N 94C -3.288948 .395833 -3.440012 0 73 N95C -3.288948 5.0625 -3.440012 0 74 N96B -3.288948 5.8125 -3.440012 0 75 N97A -3.288948 -2.1875 -3.440012 0 6 N98 4.323727 0.395833 -0.956709 0 _ 77 N99 4.62443 0.395833 -1.13032 0 78 N100 4.62443 =5.0625 -1.13032 0 79 N101 4.62443 5.8125 -1.13032 0 80 N102 _ 4.62443 -2.1875 -1.13032 0 81 N1 03 -1.331972 0.395833 4.221097 0 82 N1 04 -1.331972 0.395833 4.568319 0 N105 S -1.331972 5.0625 4.568319 0 84 N10 -1.331972 5.8125 4.568319 0 $5 N1 07 _ -1.331972 -2.1875 4.568319 0 86 N 1 07A 3.032061 5.0625 -3-193942 0 87 N1 08 1 251361 5.0625 4.221097 0 88 NI 09 -4.279912 5.0625 -1.029169 0 89 N111 1.251361 Q.3 58 3 4.221097 0 90 N1 12 1.251361 0.395833 4.568319 0 91 N113 1.251361 50625 4.568319 0 92 N114 1.251361 5.8125 4.5+68319 0 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...I...I...I...IAnalysis1144803-VZW MT_L4_H.r3d] Page 3 Company Network Building+Consulting June 24,2022 Designer : Rachel Huang, P.E. 5:40 PM IIIRISAJob Number Project#: 10150854 Checked By: Model Name 144803-VZW MT_LO_H Joint Coordinates and femi3eratures (Continued) be ft ft Z Te Det pgh Fran Dia ... 93 NI 15 1.251361 -2.187 A_ 8 19 0 4 0.395833 -3.193942 95 N118 3.332764 0.395833 -3 367U3 -0 96 N1 19 3332764 5.0625 -3.367553 0 97 N120 3.332764 5.8125 -3.367553 0 9 N121 3,332764 - -3,3675 N123 -4.27991 83 -1.029169 0 100 N1 24 -4.580615 0.395833 -1,20278 0 N125 -4,5-806j-5- 5-0625 -1.20278 0 1021 N12 -4.580615 5.8125 - -20278 103 N127 -4-580615 -2.1875 -1.20278 0 04 N125A 1.1 7061 5.0625 -6.441537 Q 105 N 126A 5.001361 5.0625 4.221097 _ 0 106 N 127A -6.154912 5.0625 2.218427 Q 107 N129 5.001361 0,395$33 4.221097 0 108 N1 30 5.001361 0.395833 4.568319 0 109 N131 5-001361 5.0625 4.568319 0 11 Q N132 5.001361 5.8125 4.568319 0 111 N1 33 5.001361 -2.1875 4.568319 0 N1 35 1,157-061 0.39 83 -6A41537 0 113 N136 1.457764 0.395833 -6.615148 0 141 N1 37 1.457764 5.0625 -6.615148 nil N138 1.457764 5.8125 - 1 148 0 N139 1.457764 -2.1875 -6.615148 1171 N141 -6_154912 0.395833 2.218427I 0 11$ N142 -6.455615 0.395833 2.044816 0 0 1191 N143B -6.455615 5.0625 2.044816 0 120 N 144 -6.455615 5.8125 2.0448-1-6 121 N145C -6.455615 -2.1875 2.044816 0 122 N203A -0.68998 0.395833 -3.305581 0 123 N204A 71.6$996 0.395833 -3.305581 0 124 N205A 1 -0.68998 4.395833 -3.305581 0 125 N206A -0.68998 -0.604167 -3.305581 0 t126 N211 -2.68998 0.395833 -3.097248 0 127 N212 2.691961 0.395833 -3.097248 0 N213 -2M998 0.395833 n3,-513914 129 N214 2.691961 0,395833 -3.513914 0 130 N215 -4.028276 0.395833 -0 2 3 131 N216 -4.38912 0.3 5833 -0.57435 0 1 2 N217 -1.337305 0.395833 3.878215 133 N218 -1.698149 0.395833 4.086548 0 134 N219 1.336314 0.395833 3.879931 135 N220 1.697158 0.395833 4.088264 0 136 N221 4.027285 0.395833 -0.780967 0 137 N222 4.388129 Q.395 33 -0.572634 0 1381 N22 -1.989816 0.395833 4.086548 0 139 N224 1.988825 0.395833 4.088264 0 140 22 -1,843982 0.395833 4.086548 0 141 N226 -1.843982 5.0625 4.221097 0 142 N227 1.842992 0.395833 4.088264 0 143 N228 1.842992 5.0625 4.221097 0 144 N229 4.461046 0.395833 -0.446338 145 N230 4.577568 5.0625 -0.513613 0 146 N231 2.546128 0.395833 -3.766505 147 N232 4.533962 0.395833 -0.320043 1148 N233 2.619045 0.395833 -3.64021 0 1491N234 2.734081 5.0625 -3.706626 i 0 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...1...1...\An-;i7sT14-4803-VZW MT LO_H.r3d] Page 4 Company Network Building+Consulting June 24,2022 IIIRISA Designer Rachel Huang,P.E. 5:40 PM Job Number Project#: 10150854 Checked By: Y. Moder Mame 144803-VZW MT LD_H Joint Coordinates and Temperatures Continued Label ft I Z ft Temp 71 Detach l=corn Die -, N235 -2.617063 0.395833 -3,64021 0 _ -1 151 N236 -2.733586 _ 2 -3.707484 1 2 N237 3 10.395833 --0.321759 0 1 N238 -2.544146 0.39 -3.766505 0 154 N239 -4.4620 0.395833 -0.448054 0 1 N24 -4,577073 5.0625 -0.514471 0 156 N241 .7583 4.069187 1 7 N242 -5-756372 .395833 4.069187 15 -N243 5.883354 4.069187 159 N244 5.883354 0.3 583. 3 4.221097 0 160N245 -5.881372 0.395833 1 4.069187 0 161 N246 -5.881372 .395833 4.221097 0 162 NZ47 1.842992 0.395833 4.221097 0 163 24 -1.843982 0.395833 4.221097 0 164 N249 2.735567 0.395833 -3.707484 0 165 N251 6.402206 Q.395833 2.950571 1661 N253 0.644842 0.395833 -7.021474 0 167 N254 0.582342 0.395833 -7.129727 0 168 N255 0.715386 0.395833 -7.20654 0 159 N256 6.464706 0.395833 3.058824 0 170 N257 6.597749 0.395833 2.9 2 12 0 '!71 N258 4._579054 I 0.395a33 -0.514471 0 2 N259 -4.577073 0.395833 -0.514471 0 1731 N261 -0,645833 0-395833 -7.019758 0 174 N263 -6.403196 0.395833 2.952287 0 1 N264 -6.465696 0.395833 3.06054 0 6 N265 -6.597254 0.395833 2.984586 0 177 N266 -0.583333 0.39 833 -7.128012 0 178 N267 -0.714891 0.395 33 -7.203966 0 179 N268 -2.733586 0.395833 -3.707484 0 180 N1 83 2.588334 8 3 1.492835 0 181 N1 84 5.4390.01 0.395833 3.138668 0 182 NI 85 0 0.395833 -6.279647 0 183 N186 -5.436848 0.395833 3.138966 0 Joint Boundary Conditions Joint L t e llin l li n Z[Win r� Rcpt. -f#i ad Y R k-fxlrad Z Rot,fk-ft/radl 1 N79 Reaction Reaction Reaction Reaction Reaction Reaction 15 N10 1 3 N144 Reaction Reaction Reaction Reaction Reaction Reaction N145 Reaction Reaction Reaction eac ion Reaction Rea ction N 146 a ction Reaction Reaction Reaction Reaction Reaction 18 N1 43 Reaction Re 'on Reaction Reaction Reaction Reaction 7 N 144A. Reaction Reaction Reaction Reaction Reaction Reaction 145A Reaction Reaction Reaction Reaction Reaction Reaction Not Rolled Steel Section Sets 5h4pa Type Desio-nUist WIgerial Dsin .. Aim Ivv rin4lN (in41 1 Pipe mast PIPE 2.0 Beam Pie A53 Gr.B T ical 1.02 .627 .627 1.25 2 Tor).Rail PIPE 2.0 Beam Pie A53 Gr.B Typical . 1.02 .627 .627 1.25 3 Bottom Rail PIPE 3.0 Beam Pie A53 Gr.B Typical 2.07 2.85 2.85 5.69 4 Platform support HSS4X4X4 Beam Tube A500 Gr.42 Typical3.37 7.8 7.8 12.8_ 5 Platform an le L2x2x3 Beam Single Angle A36 Gr.36 Tygical .722 .271 .271 .009 6 Platform end plate PL112x6 Beam RECT A36 Gr-36 LTypJcal 3 .063 9 ,237 RISA-31D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...1...1...IAnalysis1144803-VZW MT LG_H.r3d] Page 5 Company Network Building+Consulting June 24,2022 IIIRISA Designer Rachel Huang,P.E. 5:40 PM Jobb dumber Project#: 10150854 Checked By: Model lame 144803-VZW MT LQ H Hot Rolled Steel Section Sets Continued Label Shape TN0D i n List Material Design R... A int I in4 l h 'n4 7 Platform side late P 1x6 Beam RECT A36 Gr.36 T is I 2. .026 6.75 .101 Top rail connection L2. x2 x4 Beam 13bgLe Angle A36 Gr.36 TVDica1 1 1 9 Kickers LL2 Beam Double An le.. A36 Gr 36 Typical _$05 .02 Hot Rolled Steel Properties L bel iE i G rksll Nu 1 Eems' .. ield[ks; R 1 A36 G06 2 000 11154 .3 .65 .49 36 1.5 58 1.2 2 A572 Gr.50 29000 11154 .3 4 50 1.1 58 1.2 3 A992 29000 11154 _3 .65 .49 50 1.1 58 .2 A5QO GrA2 29000 11154 .3 .6 .49 42 1.3 58 1.1 5 A500 GrA6 29000 I 11154 .3 .65 .49 46 1.2 58 1.1 rB 29000I 11154 .3 4 9 35 1.5 58 7 Q 235 29000 11154 .3 .65 .49 34 1.5 58 1 J429-Gr5 29000 i 11154 3 .6 .49 92 1.5 120 1.2 Member Primary Data Latel I Joint J Joint Joint Notate de_ ectionlSha e Tv rye_ _ Desicin List Material Design Rules 1 M1 N7 N5 180 Platform end p.. Beam RECT A36 Gr.36 Typical 2 M2 N7 N6 1$0 Platform end .. Beam RECT A36 Gr.36 Typical 3 M7 N7 N9 Platform angle I Beam Single An le A36 Gr.36 T ical M8 N7 N8 270 Platform an le Beam SingLe SingleArmee A36 Gr.36 Typical 5 Mil N7 N143 Platform support Beam Tube A500 Gr.42 Tygical M12 N3 N 10 Platform sup o Beam Tube A500 Gr.42 Typical 7 M13 N10 N4 Platform suppo Beam Tube A500 Gr.42 Typical 8 M14 N17 N15 180 Platform end P.1 Beam RECT A36 Gr.36 _TVDical 9 M15 N17 N16 180 Platform end p.. Beam RECT A36 Gr.36 Tygical 10 M20 N17 N19 Platform angle Beam Single Angle A36 Gr.36 IYOUll 11 M21 N17 N18 270 Platform angle Beam Single Angle A36 Gr.36 T ical 12 M24 N17 N145A latform supPorl. Beam Tube A500 Gr.42 TypicaI 13 M25 N13 N20 latform support Beam Tube A500 Gr.42 TyRical 14 M26 N20 N14 latform supporl Beam Tube A500 Gr.42 i-Y-01c i-11 15 M27 N27 N25 180 Platform end p.. Beam RECT A36 Gr.36 TVDical 16 M28 N27 N26 180 Platform end p.. Beam RECT A36 Gr.36 T ical 17 M33 N27 I N29 Platform angle 7 Beam Sin le An le A36 Gr.36 Typical 18 M34 N27 N28 _ 270 Platform angle Beam Single Angle A36 Gr.36 lypjol 19 M37 N27 N 144A latform suppoq Beam Tube A500 Gr.42 Tygical 20 M38 N23 N3o latform support Beam. Tube A500 Gr.42 Typ lig a 21 M39 N30 A24 latform support Beam Tube A500 Gr.42. Typical 22 M40 NP12 NP9 Bo om Rail Beam Pie A53 Gr.B Typical 23 M41 NP8 N Bottom Rail Beam Pie A53 Gr.B Typical 4 M42 NP4 NPI it Beam Pie A53 Gr.B Typical 25 MI 39 N 144 N186 Kickers Beam Double Angle(.1 A36 Gr.36 Typical M140 N 145 N1 85 Ki BeDouble Angle{,. A36 Gr.36 TVDiCal 27 M141 N146 NI 84 Kickers Beam Double Angle(.1 A36 Gr.36 T ical $ M154 NI 58 N 161 Tgp Rgil Beam Pie A53 Gr.B Typical 29 M1 55 N 150 N153 To Rail Beam Pie A53 Gr_B Typical 30 M1 56 N 154 N1 57 Top Rail Beam Pie A53 Gr.B Typical 31 M157 N163 N164 180 Top rail tonne... Beam Single An le I A36 Gr.36 jca1 32 M158 N165 N166 180 Top rail tonne... Beam Sin le Angle A36 Gr.36 Typical 33 M159 N167 N162 18Q Top rail tonne... Beam Single Angle A36 Gr.36 TVDiCal 34 M61 N95 N145B RIGID, None None RIGID Typical 35 M62 N94 N92 RIGID None None RIGID Tyipical. 36 MP4A N96 N97 Pipe mast Beam Pie A53 Gr.B Typical 37 M61A N93 N91 RIGID None None RIGID TyRical RISA-31D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...1...1...IAnalysis1144803-VZW MT LC_H.r3d] Page 6 Company : Network Building+Consulting June 24,2022 Designer : Rachel Huang,P.E. 5:40 PM Job Number : Project#: 10150854 Checked By: . I I._ I Model Name : 144803-VZW MT—LG—H Member Primary Data Continued Label I Joint J Joint K Joint Rotate de tie for ha pe T e Design List riggi C kin Rules M 2A N94A N14 RIGID one None R101D Typical 39 4B N95A 96A Pi m st B Pi A T is I 40 M61 S N144B N93A RIGID None None— RIGID Typical 41 628 N90 N 2a RIGID None None RIGID Typical 42 MP4C N94B N95B Pipe mast Beam Pie A5 r. Typical 43 M61 N94C N93B RIGID None None RIGID Typical M62Q N95C N91 A RIGID None None _—T_Y. aI 45 MP3B N96B N97A Piga mast Beam Pie Gr.B, Typ ical 46 M64 N89 N100 RLGID NongNone RIGID -.Jyp:ical 47 M65 N98 N99 RIGID None None RIGID Typiral 48 M PW N101 N102 Pipe mast i Beam Pie A53 Gr.B Typical- 4 ical4 M67 N105 N90A RIGID None None R I GjD T ical 50 M68 N103 RIGID_ N None RIGID Typical 51 MP3A N106 N107 Pipe mast Beam Pie A53 Gr.B T ical 521- M70 N113 N108 RIGID None None RIGID Typical 53 M71 N1 2 J N111 R IGID None None RIGID T ical 54 MP2A NI 14 N11 Pipe mast Beam Pie A53 Gr.B T i al 5 M73 N107A N119 IGID None None RIGID TVDical 56 1174 1'17 b1l18 RIGID N ne None RIGID Typical 57 MP2C N120 N121 Pipe mast Beam Pie A53 Gr-13T ical 58 M76 N124- N123 RIGID N None RIGID Typical 59 M77 N125 N109 RIGID l None None RIGID T ical 60 M P2B N 126 127 i e mastB Pie A53 Gr.B T ical 61 M79 N131 N 126A RIGID None None RIGID Typic 62 J M80 N130 N12 GID None None RIGID T i 3 M P 1 A I N132 N1 33 i e mast Beam Pie A53 Gr.B Typical 64 M82 N125A N'I37 RIGID None None RIGID Typical 65 M83 N135 N136 RIGID None None RIGID Twical 66 M P 1 C N138 N1 39 Pi a mast--Beam Pie A53 Gr.B Typical 67 M85 N142 N141 RIGID None None RIGID T ica! 68 M86 N 43B N127A RIGID )ne Name RIGID lypical 69 MP1 B N144C N145C Pipe mast Beam Pie A53 Gr.B Typical 70 OVPMP N205A N206A Pipe mast Beam Pie A53 Gr.B Typical 71 M118 N212 N214 Platform side... Beam RECT A36 Gr.36 T is I 72 M-119 N211 N213 Platform side Beam RECT A36 Gr.36 Typical 73 M120 N215 N216 Platform side... Beam RECT A36 Gr.36 Typical 74 M1 1 N217 N218 Platform side. Be RECT A36 Gr.36 T ical 75 M122 N219 N220 I Platform side.., Beam RECT A36 Gr.36 Typical 76 M123 N221 N222 Platform side.., B am RECT A36 Gr.36 Typical 77 M124 N224 N220 Platform side... Beam RECT A36 Gr.36 Tygical 78 M12 N223 N218 Platform side..._ B am RECT A36 Gr.36 Typical 79 M129 N231 N214 Platform side... Beam REGI A36 Gr.36 Tygical 80 M130 N232 N222 Platform side.._ _Beam RECT A36 Gr.36 Typical $'[ I111133 N237 N216 Platform side... Beam RECT A36 Gr.36 T ical 82 M134 N2-3-8— N213 Platform side... Beam i RECT A36 Gr.36 Typical - 83 M136 N5 N242 _Platform end .. Beam RECT A36 Gr.36 Typical 84 MI 37 N 16 N2 Platfonn end p.. Beam RECT A36 Gr.36 T ilial 185 M13$ N243 44 RIGID None None RIGID Typical 86 M142 N245 246 RIGID None None RIGID Typical 87 M126 N227 N247 RIGID None None RIGID Typical 88 M127 N225 N RIGID Noe None RIGID 7 ical 89 M128 N233 N249 RIGID None None RIGID Typical 90 M1 31 N 15 N251 Platform end p.. Beam RECT A36 Gr.36 Typical 91 M1 32 N2 N253 Platform end p.. Beam RECT A36 Gr.36 Typical 92 M135 N254 N255 RIGID None None RIGID Typical 93 M143 N256 N257 RIGID None None RIGID Typical 94 M144 N229 N258 RIGID None None RIGID Typical RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...I...I...IAnalysis1144803-VZW MT L4_H.r3d] Page 7 Company Network Building+Consulting June 24,2022 Designer Rachel Huang,P.E. 5:40 PM Job Number Project#: 10150854 Checked By: 4 smE Tsct&K rXi., Model Name 144803-VZW MT—LO H Member Primary Data Continued Label I Joint J Join Jq:int Rotate de Section/Shape T Design List Mate(tal Desi Rges 5 M1 45 N239 N259 RIGID None None RIGID Iyr)ical 96 M1 46 N25 N261 Platform end .. T A36 Gr.36 TyPiCPI 97 M1 47 N N2M- Platform end p.. Beam_-- RECT A36 Gr.36 TVDical 98-- M148 N264 N265 RIGID None None RIGID Typical 99 M149 N266 N267 RIGID None None RIGID Typical Ne GE]10 N208 ID Member Advanced Data Label I Release J Rejease I Offsetlinl J Offseffiril TIC Only Physical D fl Rat--Analysis ... lnac i ismic... 1 M1 Yes None 2 M2 Yes None 3 M7 Yes None 4 M8 Yes None 5 M11 Yes None 6-L M12 2 Yes D f ult None 7 M13 2 Yes Default None M14 Yes None 9 M15 Yes None 10 M20 a Non 11 M21 Yes None 12 M24 Yes Default None 13 M25 2 Yes Default None 14 M26 2 Yes Default None 15 M27 Yes None 16 M28 Yes None 17M33_ Yes None 18 M34 Yes None 19 M37 Yes None 20 M38 2 Yes Default None 21 M39 2 Yes Default None 22 M40 Yes None 23 M41 Yes None 24 M42 I Yes _ None 25 M139 BenPIN BenPIN Yes Default. None 26 M140 BenPIN BenPIN Yes Default None 27 M141 BenPIN BenPIN Yes Default None 28 M154 Yes e 29 M155 Yes None 30 M1 56 Yes Default None 31 M157 Yes None 2 M158 Yes None 33 M159 Yes None 34 M61 Ye5 NA** None 35 M62 Yes ** NA** None 6 MP4A Yes--- None 37 M61 A Yes ** NA** None 38 M62A YesNA** None _39 MP4B Yes None _40 M61 BYes- **NA** None 41 M62B Yes **NA** None 42 MP4C Yes None 43 M61 C Yes ** NA** None 44 M62C Yes ** NA** None 45 MP313 Yes None 46 M64 yns ** NA** None RISA-31D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...I...I...IAnalysis1144803-VZW MT LG_H.r3d] Page 8 Company Network Building+Consulting June 24,2022 IIIRISA grter Rachel Huang,P.E. 5:40 PM ,fob Number Project* 10150854 Checked By: Model Name 144803-VZW MT_LC_H Member Advanced Data Continued Lade[ I Release J Fele s I fl'setin J Offset[in] TQC Only h i l D fl Fla#...In i .. Inactiveerr�ic... 4 M65 J Yes **NA** None P C e 49 M67 Yes—**NA** None 50 M68 Yes * A** None 51 MP3A Yes None M70 Yes **N ** Non 53 M71 Yes ** NA**I N .e 54 M P2A Yes None 55 M73 1 Yes **NA**i None 5 M74 Yo NA** None 57 MP2C Yes None 8 M76 Yes **NA** None 59 M77 Yes ** NA** None 60 MP2B Yes None 61 M79 Yes * NA** None M80 Yes ** NA** None 63 MP1 A Yes None 64 M82 Y **NA** None 65 M83 Yes ** NA** None 66 MP1C Yes None 67 M85 Yes **NA** I None M86 Yes NA** None 69 M P 1 B Yes I None 70 QVPMP Yes None 71 M1 18 _ Yes Default None 72 M1 19 Y s Default None 73 M120 Yes Default _ None_ 74 M121 _ Yes Default None 75 M122 Yes Default None 76 M123 Yes Default None 77 M124 Yes Default None 78 M125 Yes Default None 79 MI 29 Yes Default None 80 M130 Yes Default, None 81 M133 Yes Default None 82M134 Yes Default None $3 M1 36 Yes Default None 84 M137 Yes Default None 85 M138 BenPIN Yes **NA** None 86 M142 BenPIN Yes ** A**. None 87 M126 BenPIN Yes ** NA** 1 None 88 M127 BenPIN Yes **NA** None 89 M128 BenPIN Yes NA** None 90 M131 Yes Default None 91 M1 32 Yes Default None 2 M135 BenPIN Yes **NA** None 93 M143 BenPIN Yes ** NA** None 9 M144 BenPIN s *NA** None 95 M145 BenPIN Yes NA** None M146 Y Default N ne 97 M147 Yes Default None 98 148 BenPIN Yes **NA** None 99 M149 BenPIN Yes **NA** None 1 nn M1 BenPIN Yes **N ** None RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...I...I...IAnalysis1144803-VZW MT_LO_H.r3d] Page 9 Company Network Building+Consulting June 24,2022 IIIRISA Designer : Rachel Huang,P.E. 5:40 PM Job Number Project#: 10150854 Checked By: Model Name : 144803-VZW MT LO_H Member Point Loads (BLC 7 :Antenna DI Member La el Direction M nitudg[lb.k-ftl Location ft° 1 M P 3A Y -212 4 2. MP3A M -.011 4.4 3 MPA Mz -004 4.4 4 MP3B Y -23.2 4.4 MP3B I M .011 4.4 MP3B Mz -'005 7 MP3C Y -23.2 4 MP3C M -4A MP3C Mz .01 4A 10 M P 1 Y -21.85 1.92 11 MP1A M -.015 1. 2 12 MP1A Mz -.005 1.92 13 MP1A Y -21.85 2 14 MP1A M 1 5 6.92 15 MP1A I Mz .005 6.92 16 MP1 B Y -21.85 1.92 17 MP1 B M .014 1.92 18 MP1 B Mz --007 1.92 19 MP1 B Y -21.85 6.92 20 M P 1 B IIAy .0-14 6.92 21 MP1 B Mz -.007 6.92 22 MP1 C Y -21. 5 1.92 23 MP1 C M .007 1.92 i24 mpic Mz 14 1.92 25 MP1 C Y -21.85 6.92 26 MPI C My 007 6.92 27 MP1 C Mz .014 6.92 28 MP2A Y _ -21.85 1.92 29 MP2A M -.015 1.92 30 MP2A Mz .005 1.92 31 MP2A Y -21.85 6.92 32 MP2A M -.015 6.92 33 MP2A 1 Mz .005 6.92 3 MP2B Y -21. 5 1.92 35 MP2B M .014 1.92 36 MP2B Mz -.007 1.92 37 MP2B Y -21.85 6.92 38 MP2B M 14 6.92 39 MP2B Mz -.007 6.92 40 MP2 Y -21.85 1.92 41 MP2C MY .007 1.92 42 MP2C Mz .014 1.92 43 MP2C Y -21.85 6.92 44 MP2C M .007 _ 6.92 45 MP2C Mz .014 6.92 46 M P4A Y -87.1 I 4.42 47 M P4A M -.041 4.4.2 48 M P4A Mz .015 4.42 49 MP4B Y -87.1 4.42 50 MP4B My 0 4.42 51 MP4B Mz 0 4.42 52 M P4C Y -87.1 4.42 53 MP4C M .02 4.42 54 M P4C Mz .038 4.42 55 MP1A Y -74.7 4 56 MP1A M .035 ._ 4 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...1...1...1Analysis11448037W MT LC_H.r3d] Page 10 Company : Network Building+Consulting June 24,2022 Designer : Rachel Huang, P.E. 5:40 PM IIIRISAJob Number Project#:10150854 Checked By: Madel Name 144803-VZW MT LO H Member Point Loads (DLC ? :Antenna D) (Continued) M mer Label Direction ni de IES k- Locationfft,%I 57 MPIA Mz -,013 4 58 MPIB Y -7T47 4 59 MPIB M -.034 4 60 MPI B Mz .016 4 61 MP1 C Y -74.7 4 2 MP1C 1 4 63 MP1 C Mz -.033 4 64 MP2A Y -70.3 4- 65 MP2A Myr .033 4 66 MP2A Mz -.012 4 67 MP2B Y -70.3 4 68 MP2B M -.032 4 69 MP2B Mz .015 70 M P2C Y -70.3 4 71 MP2C M -.017 4 72 M 2C Mz -.031 4- 73 QVPMP Y -32 2.5 74 OVPMP M -.015 2.5 75 OVPMP Mz .005 2.5 Member Point Loads LC 2 :Antenna Di) _ +le r Core tvr� L ttonN 1 MP3A Y -27.946 4.4 23A My -.013 4.4 3 MP3A Mz .005 4.4 M P 3 B Y -27.946 4.4 5 MP3B M.a v .013 4.4 M P3B Mz -.006 4.4 7 MP3C Y -27.946 4.4 8 MP3C M 7 4.4 9 MP3C Mz .012 4.4 10 MPIA Y -56S89 1.92 -11T M P 1 A M -.038 1.92 12 MP1A Mz .014 1. 13 M P I A Y -56.89 6.92 4 MP1A M -.038 6.92 15 MP1A Mz .014 6.92 161 MP1B Y - 1.92 17 MP1B M 37 1.92 MPI B Mz 17 1.92 19 MP1 B Y -56.89 6.92 2 MP1 B M _037 6.92 21 MP1 B Mz 017 0..92 22 M P 1 C Y -56.89 1.92 23 MPIC M .019 1.92 24 MP1 C _ Mz .036 1.92 25 MP1 C Y -56.89 6.92 26 M I C M .019 6.92 27 M P 1 C Mz .036 6.92 28 MP2A Y -516.89 1.92 29 MP2A M -.038 1.92 30 MP2A Mz .014 1.92 31 MP2A Y -56.89 6.92 32 MP2A M -.038 6.92 33 MP2A Mz .014 6.92 34 MP2B Y -56.89 1.92 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...I...I...IAnalysis1144803-VZW MT_LC_H.r3d] Page 11 Company Network Building+Consulting June 24,2022 IIIRISA Designer : Rachel Huang,P.E. 5:40 PM Job Number Project#: 10150854 Checked By: { .tr +4 V ,,,�,, Model,Name 144803-VZVI! IUITLO_H Member Point Loads (BLC 2 :Antenna Dr XontinueW Mqmber Leel Direction Mac nit +fie lb k-ft Locatio ° 5 MP2B My .037 1.92 MP2B Mz -.017 1.92 37 MP2B Y -56.89 U2 38 MP2B M 6.92 39 MP2B Mz -.017 6.92 40 MP2C Y -56.89 1.92 41 MP2C M-M-Z- .019 1.92 42 MP2C .0 6 1,92 43 MP2C Y -56.89 6.92 44 MP2C my .019 6.92 45 MP2C Mz .036 6.92 4 M P4A Y . 41 4.42 47 MP4A My -.031 4.42 N 48 M P4A Mz 11 49 MP4B Y -66.841 4.42 0 MP4B My 0 4. x 51 MP4B Mz 0 4.42 52 MPC Y -66.841 53 MP4C M .016 4.42 54 MP4-C Mz .03 4.42 55 MP1A Y -42.097 4 6 MP1A M 2 4 57 MP1A Mz -.007 4 58 MP1 B Y -42.097 4_ 59 MP1 B M -.019 4 60 MP1B Mz 4 61 M P 1 C Y -42.097 4 62 MP1 C my -.01 4 63 MP1 C Mz -.019 4 4 MP2A Y -40.081 65 MP2A M .019 4 MP2A -.007 4 67 MP2B Y -40.081 4 68 MP2B M -.018 4 9 MP2B Mz .008 4 70 MP2C Y -40.081 C� 4 71 MP2C M -.009 ! 4 72 MP2C Mz -.018 4 73 OVPMP Y -82.586 2.5 74 OVPMP M -_039 2.5 75 OVPMP Mz .014 2.5 Member Point Loads BL 3 :Antenna Wo 0 De Membgr Label Direction lb k- Location ft% 1 MP3A. X 0 4.4 2 MP3A Z -61.943 4.4 3 MP3A Mx -.011 4.4 4 MP3B x 0 4.4 5 MP3B Z -59.887 4. 6MP3B Mx .013 4.4 7 MP3C X 0 4.4 8 M R3-c. Z -32,835 4.4 9 MP3C Mx -.018 4.4 10 MPIA x 0 1.92 11 MP1A Z -166.975 1.92 12 P1A Mx -04 1.92 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...1...1...1Analysis1144803-VZW MT LO_H.r3d] Page 12 Company : Network Building+Consulting June 24,2022 Designer : Rachel Huang,P.E. 5:40 PM IIIRISAJob Number : Project#: 10150854 Checked By: Model Name : 144803-VZW MT LO H .Member Point Loads (BLC 3 :Antenna Wo (0 Deg)),(Continued) Member Label Direction Magakudellb,k-ftl Location fA 13 MP1A 0 6.92 14PlA Z -1 ,66,975 0.92 i 15 M P 1 A Mx -.04 6.92 P1B X 0 1. 2 7 M P 1 B Z -163.344 1.92 18 MP1B 49 1.92 19 MPI B X I 0 6.92 20 MP1 B Z -163.344 .9 21 MPI B M .049 2 22 MP1C X 0 1,92 23 MPI C Z -127.931 1.92 24 MPIC Mx -.08 1.92 26 MPIC 0 6.92 26 MPIC Z -127.931 6.92 27 MPI C Mx -.08 6.92 28 MP2A X 0 1.92 29 MP2A Z -166.975 1.92 30 MP2A Mx -.04 1.92 31 MP2A X 0 6.92 2 MP2A Z -1,66,275 6.92 33 MP2A Illy -.04 6.92 34 MP2B X 1.92 35 MP2B Z -163-344 1.92 36 MP2B Mx _049 1.92 37 MP2B X 0 6.92 8 MP2B Z -163.344 6.92 39 MP2B Mx .049 6.92 40 MP2C X 0 1.92 41 MP2C Z -127.931 1.92 42 MP2C Mx -s08 1.92 43 MP2C X 0 6.92 44 MP2C z -127.931 6.92 45 MP2C Mx -.08 6.92 46 M P4A X 0 4.42 47 M P4A Z -187.874 4.42 48 MP4A Mx -.032 4.42 49 MP4B X 0 4.42 0 MP4B Z -79.189 4.42. 51 MP4B Mx 0 4.42 52 MP4C _ I X 0 4.42 53 MP4C Z -106.317 4.42 4 MP4C Mx -.047 4.42 55 MP1A X 0 4 MP1 A Z -77-357 4 57 MPIA Mx .013 4 68 MPI B X 0 4 59 M P 1 B Z -75.713 4 60 MPIB Mx -016 4 61 MPIC X 0 4 62 MPIC Z -59.677 4 63 MPIC Mx .026 4 64 MP2A X 0 4 65 MP2A Z -76,791 4 66 MP2A 4 67 MP2B X 0 4 68 MP2B Z -74.848 4 69 MP2B Mx -.016 4 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...1...I...IAnalysis1144803-VZW MT_LC_H.r3d] Page 13 Company : Network Building+Consulting June 24,2022 A Designer : Rachel Huang, P.E. 5:40 PM - Job Number Project#: 10150854 Checked By: Model Name 144803-VZW MT LO H Member Point Loads (BLC 3 :Antenna Wo (D Deer)) (Continued) Member Label Direction ala nifude Ib k,ft Location f% 70 MP2C 0 4 71 MP2C Z -55.902 4 72 MP2C Mx 4 73 QVPMP X 0 2.5 7 VPMP Z -162,883 2. 75 OvPMP Mx 2.5 .Member Point Loads.( LC 4 :Antenna Wo (30 Deco)) Member La Ma nitude IIS � t Al 1 M P3A x 23.134 4.4 2 M P3A z -40.069 4.4 3 M P3A Mx -.018 4.4 4 MP3B x 1 21.729 4.4 5 MP3B Z -37.636 4.4 6 MP3B Mx .018 4.4 7 MP3C I X 28.238 4.4 8 MP3C Z -48.91 4.4 9 MP3C Mx -.015 4.4 10 _ M P I A x 69.645 1.92 11 MP1A Z -120.628 '1.92 12 MP1 A Mx -.076 1.92 13 M P 1 A x 69.645 6.92 14 MP1 A Z -120.628 6.92 15 MP1A Mx -.076 6.92 1.6 M P 1 B x 67.165 1.92 17 M P 1 B Z -116.332 1.92 18 M P 1 B _ Mx .078 1.92 19 M P 1 B X 67.165 6.92 20 MP1 B Z -116.332 6.92 21 M P 1 B Mx .078 6.92 22 M P 1 C x 78.661 1.92 23 MP1 C Z -136.244 1.92 24 M P 1 C Mx -.059 1.92 25 MPI C x 78.661 6.92 26 MRIC Z -136.244 6.92 2.7 MP1 C Mx -.059 6.92 28 MP2A x 69.645 1.92 29 MP2A Z -120=628_ 1.92 30 MP2A Mx -.076 1.92 31 MP2A X 69.645 6.92 32 MP2A Z -120.628 6.92 33 MP2A Mx -.076 6.92 34 MP2B 67.165 1.92 35 MP2B Z -116.332 1.92 36 MP2B Mx .078 1.92 37 MP2B x 67.165 6.92 38 MP2B Z -116,332 6.92 39 MP2B Mx .078 6.92 40 MP2C x 78.661 1.92 41 MP2C Z -136.244 1.92 42 MP2C M -.059 1.92 43 MP2C x 78.661 6.92 44 MP2C Z -136.2 4 6.92 45 MP2C Mx -.059 6.92 6 MP4A x 65.022 4.42 47 MP4A Z -112.621 4.42_ RISA-3D Version 17.0.4 ...\... 7nalysis1144803-VZW MT LC_H.r3d] Page 14 Company = Network Building+Consulting June 24,2022 Designer : Rachel Huang,P.E. 5:40 PM IIIRISAJob Number Project#: 10150854 Checked By: -14f t _;.... Model Name 144803-VZW IVIT LO Member Point Loads (BLC 4 :Antenna Wo 30 Be LContinueYJ Member Label Direction Mnitude lb I'C-fit Location °6 8 MP4-A- -.05 4.42 49 4 X -54.98 4.42 50 M P4B z -95.228 4,42 51 MP4B Mx 0 4.42 52 MP4C x 83.854 4.42 53 MP4C z -145.24 4.42 4 MP4C M -'044 4,42 55 MP1A X 32.41 4 56, MP1A Z -55A 36 4 57 MP1A M .025 4 I P B 3 1 1.287 4 9 MPI B Z -54.191 4 0 MP1 B Mx -iO26 4 61 MPIC X 36.493 4 62 M P I C Z -63.207 4 3 MP1 C Mx .019 64 MP2A X 30.99 5 MP2A Z -53.676 4 66 MP2A Mx .024 4 67 MP2B X 29.663 4 68 MP2B z -51,377 69 MP2B Mx -.024 4 70 MP2C X 35.813 4 71 MP2C Z -62.03 4 72 MP2C Mx 4 73 OVPMP X 75.21 2.5 74 OVPMP Z -130.268 2.5 75 OVPMP Mx -.058 2.5 Member Point Loads (BLC 5 :Antenna Wo (60 Be-q)) M r Diracicn 1_Mnitudeab,kA LoratIonLft,% 1 MP3A x 29.001 4.4 2 _ MP3A Z -16.744 4.4 3 MP3A Mx -.016 4.4 4 MP3B X 28.35 4.4 5 MP3B Z -16.368 4.4 MP3B Mx .016 4.4 7 MP3C X 56.989 4.4 MP3C Z -32.903 4.4 9 MP3C Mx -.001 4.4 10 MP1A X 101.083 1.92 11 M P I A Z -58.36 1.92 MPIA Mx -.081 1.92 13 M P 1 A X 101.083 6.92 14 M P 1 A Z -58.36 6.92 15 MP1A Mx -.081 6.92 16 M P I B X 99.932 1.92 17 M P I B Z -57.696 1.92 18 MP1B Mx .081 1.92 19 M P I B X 99.932 6.92 20 M P 1 B Z -57.696 6.92 21 MPI B Mx .081 6.92 22 MP1 C X 150.512 1.92 23 MPI C Z -86.898 1.92 24 M P 1 C Mx -.004 1.92 25 MP1 C X 150.512 6,92 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...I...I...I...IAnalysis1144803-VZW MT LO_H.r3d] Page 15 Company : Network Building+Consulting June 24,2022 Designer : Rachel Huang, P.E. 5:40 PM IIIRISAJob Number Project#: 10150854 Checked By: Model Name = 144803-VZW MTLO_H Member Point Loads (BLC 5 :Antenna Wo (60 8 ) (Continued Member Label Oirectign M nitude lbk-#t Lo tion ne 26 MP1 CT Z -86.89$ 0.92 MPIC Mx - 4 6.92 2 MP2A X 101.083 .L2 29 -MP2A Z -58.36 1.92 MP2A mx -.081 11-92 31 MP2A Ix 101.483 6.92 32 P2A Z -58.36 6.92 MP2A M -.081 6 34 MP2B 2 1.92 MP2B Z -57.69_6 1.92 MP2B Mx 1 1.92 37 MP2B x 99.932 6.92 38 M P Z -5-7,1596 6.92 9 MP2B Mx .081 6.92 40 MP2C X 154.512 1.92 41 MP2C Z -86.898 1.92 42 MP2C Mx -.004_ 1.92 43 MP2C x 150.512 6.92 44 Z -86.898 6.92 45 MP2C Mx -_004 6,92 46 M P4A x 71.794 4.42 47 M P4A Z -41.45 4.42 8 MP4A Mx -.041 4.42 4 M P4 B x 148.524 4.42 50 MP4B Z -85,751 4.42 1 MP4B Mx 0 4.42 52 M P4C x 175.043 4.42 53 MP4C Z -101.061 4.42 54 MP4C Mx -.004 4.42 55 MP1A x 47.285 4 56 MIP1A Z -27.3 4 57 M P1 A Mx .027 4 58 I M P 1 B X 46.764 4 59 MP1 B Z -26.999 4 6Q MP1 B Mx -,027 4 61 MP1 C x 69.668 4 62 MP1 C Z -40.2-23 4 I 63 MP1 C Mx .001 4 6 MP2A x 43.219 4 65 MP2A Z -24.952 4 66 MP2A Mx _r.025 4 67 MP2B X 42.603 4 68 MP2B Z -24-597 4 69 MP2B Mx -.025 4 70 MP2C x 69.663 4 71 MP2C Z -40.22 4 72 MP2C Mx .001 4 73 _ OvPM P x 116.528 2.5 74 OVPMP Z -67.277 2.5 75 OVPMP Mx -.066 2.5 Member Point Loads (BLC 6 :Antenna Wo 90 Be Member Label --Cirectipn Ma nitude I -ft car o[flN 1 MP3A x 36.385 4.4 2 MIP3A Z 0 4.4 3 MP3A Mx E -.017 4.4 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...I...l...\Anaiysis1144803-VZW MT LO_H.r3d] Page 16 Company Network Building+Consulting June 24,2022 IIIRIS A- Designer : Rachel Huang,P.E. 5:40 PM Job Number Project#: 10150854 Checked By: Model Name 144803-VZW MT LO H Member Point Loads (BL C 6 :Antenna Wo (90De-q)) (Continued) MembgrLa l Direction M mitt I k-ft Location ftM 4 MP3B X 38.441 4.4 5 M P3B Z_ 0 4 MP .017 4.4 7 MP3C x 58.492 4.4 8 MPC Z Q 4.4 MP3C Mx .014 4 0 MPIA x 12-1-.636 1.92 11 MPIA Z 0 1.92 12 MPIA Mx -.081 1.92 13 MPIA x 121.836 6.92 1.4 MP1A Z 0 6.92 15 MP1A Mx -.0$1 6.92 16 MP1 B x 125.468 1.92 17 -MP1B Z 0 1,92 18 MPI B Mx .081 1.92 19 MP1 B x 125.468 6.92 20 MP1B Z 0 6.92 21 MPI B Mx .081 6.92 22 M P 1 C X 160.881 1.92 23 MP1 C Z 0 1.92 4 M P 1 C Mx .053 1.92 25 MP1 C X 160.881 6.92 2.6 MP1C z 0 6.92 27 MP1 C Mx _053 6.92 28 MP2A x 121.836 1.92 29 MP2A Z 0 1.92 30 MP2A Mx -,081 1.92 31 MP2A x 121.836 6.92 32 MP2A Z 0 6.92 33 MP2A Mx -.081 6.92 34 MP2B x 125.468 1.92 5 MP2B Z 0 1.92 36 MP2B Mx .081 1.92 37 MP2B x 125.468 6.92 8 MP2B Z 0 6.92 39 MP2B Mx .081 6.92 40 MP2C x 160-881 1.92 41 MP2C Z 0 1.92 42 MP2C _ Mx .053 1.92 43 MP2C I x 160.881 6.92 44 MP2C Z 0 6.92 45 1 MP2C Mx .053 I 6.92 46 M P4A x 93.587 4.42 47 M P4A Z 0 4.42 48 M P4A Mx -.044 4.42 49 MP4B x 202.272 4.42 50 MP4B z 0 4,42 51 MP413 Mx 0 4.42 2 MP4C x 175.144 4.42 53 MP4C Z 0 4.42. a4l] MP4C Mx .041 4.4 55 MPIA X 56.917 4 56 MP1A Z 0 4 57 MPIA Mx .027 4 MP1B X 58.561 _ 4 59 MP1 B Z 0 I 4 60 MP1 B Mx -.027 4 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...I...1...IAnalysis1144803-VZW MT LC_H.r3d] 7age 17 Company r Network Building+Consulting June 24,2022 Designer Rachel Huang,P.E. 5:40 PM IIIRISAJob Number Project#: 10150854 Checked By: Model Name 144803-VZW MT LC H Member Point Loads PLC 6 :Antenna Wo 90 a Continued Member Label Direction n ii de I k-fi Lcca i nA 1 MP1 C x 7 . 97 4 MP1 CZ 4 63 MPI r x -.018 4 -64 MP2A x 52-642 4 65 MP2A Z _ 0 4 66 MP2A Mx 025 67 MP2B X 54,585 4 MP2B z 0 4 69 MP2B Mx -.025 4 70 MP2C x 73.53 71 MP2C Z 0 4 72 MP2C Mx -,017 4 73 QVPMP X 138.151 2.5 74 OVPMP Z 75 CVPMP Mx -.065 2.5 Member Point Leads (BLC 7 :Antenna Wo 120 De MemtLeLLallml Direction ni I - L ti ° 1 MP3A X 45.086 4.4 MP3A Z 26.03 4.4 3 MP3A Mx -.017 4.4 4 MP3B X 47.518 4A 5 M P3BZ _ 27.435 4.4 MP3B _ Mx .016 4.4 7 MP3C _ X 36.244 4.4 8 MP3C Z 20.926 4.4 9 MP3C Mx .018 4.4 1 MP1A x 129.49 1.92 11 MP1A Z 74.761 1.92 12 MP1A Mx -.068 1.92 13 MP1A x 129.49 6.92 14 MP1A Z 74.761 6.92 15 MP1A Mx -.068 6.92 16 MP1 B x 133.786 1.92 17 M P 1 B Z 77.241 1.92 18 MP1 B Mx .063 1.92 19 MP1 B X 133.786 6.92 0 MP1 B Z 77.241 6.92 21 MP1B Mx .063 6.92 22 MPI C x 113.874 1.22 23 MPI C Z 65.745 1.92 24 M P I C Mx .079 .92 25 MP1 C x 113.874 6.92 2 MP1 C Z 65.745 2 27 MPI C Mx .079 6.92 8 MP2A X 129.49 _92 29 MP2A Z 74.761 1.92 30 MP2A Mx -.068 1.92 31 MP2A x 129.49 6.92 32 MP2A Z 74.761 6,92 33 MP2A Mx -.068 6.92 34 MP2B x 133.786 1.92 5 MP2B Z 77.241 1.92 36 MP2B Mx 3 1.92 37 MP2B X 133.786 6.92 38 MP2B Z 77.241 6.92 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...I...1...I...I...IAnalysis1144803-VZW MT_LC_H.r3d] Page 18 Company Network Building+Consulting June 24,2022 Designer Rachel Huang, P.E. 5:40 PM IIIRISAJob Number Project#: 10150854 Checked By: . y-;HI *x,OVO".. M odel'Name : 144803-VZW MT LO H hemmer Point Loads (BLC 7:Antenna Wo 120 De Continued Ierrrter Labet Direction Ma atude lb k kation f#N 9 MP2B Mx .063 6.92 40 MP2C x 113-874 41 MP2C Z 65.745 1.92 42 MP2C Mx 079 1,92 43 MP2C X 113.874 6.92 44 MP2C 65.745 6.92 45 MP2C Mx .079 6.92 4 131 A31 4.42 47 MP4A Z 75.709 4.42 48 MP4A Mx -,049 4.42 49 M P4 B 148.524 4.42_ 50 MP4B Z 85.751 4.42 51 MP4B Mx 0 4.42 52 MP4C x 98.513 4.42 53 MP4C Z 56.876 4,42 4 MP4C Mx .048 4.42 55 MPIA X 60.149 4 56 M P 1 A Z 34.727 4 57 MP1A Mx .022 4 58 MP1B X 62.094 4 59 MP1 B Z N 35.85 4 60 M P 1 B Mx -.021 4 61 M P 1 C X 53.078 4 _ 2 Mpic Z 30.644 4 63 MP 1 C Mx -.026 4 64 MP2A X 58.416 4 65 MP2A Z 33.727 4 66 MP2A Mx .022 4 67 MP2B X 60.715 4 68 MP2B Z 35,054 4 69 MP2B Mx -.02 4 70 MP2C X 50,062 4 71 MP2C Z 28.903 4 72 MP2C Mx -.025 4 73 OVPMP X 136.497 2.5 74 OVPMP Z 78.807 2.5 75 OVPMP Mx -.051 2.5 Member Point Loads SLC 8 :Antenna Wo 150 DeqJ) Member Label Direction Ma n itude I k- L.oca do % 1 M P3A X 32.42 4.4 2 illi P3A Z 56.153 4.4 3 MP3A Mx -.006 4.4 4 MP3B x 32.796 4.4 5 M P3B Z 56.805 4.4_ 61 MP3B Mx .003 4.4 7 M P3C X 16.261 4.4 MP3C Z. 28.165 4.4 9 MP_3C Mx .016 4.4 10 MP1A x 86.046 1.92 11 M P 1 A Z 149.035 1.92 MP1A Mx -.021 1.92 13 MP1A X 86,040 6.92 4 MP1A P Z 149.035 6.92 15 MP1A Mx -.021 6.92 16 MP1B X 86.71 1.92 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...I...I...IAnalysis1144803-VZW MT_LO_H.r3d] Page 19 Company Network Building+Consulting June 24,2022 Designer Rachel Huang, P.E. 5:40 PM IIIRISAJob Number Project M 10150854 Checked By: Modef Marne 144803-VZW MT LC_H Member Point Loafs (BLC 8 :Antenna Wo C150 De Continued Member Label Directiona oi gd I k-ftLocati n % 17 MP1 B Z 150.186 1.92 MPIB Mx .011 1 2 19 MP1B x 85.71 6.92 20 MP1 B z 150.186 6.92 21 MP1 B Mx .011 6.92 22 Mpic x 57.508 1,92 23 MP1 C Z 99.606 I 1.92 24 Mpic Mx .081 1.92 25 MP1 C x 57.508 6.92 26 MPI C Z 0 6-92 27 MPI C Mx .081 6.92 28 MP2A _ x 86-046 1.92 29 MP2A Z 149.035 1.92 3-0 MP2A Mx -. 21 1,92 31 MP2A X 86.046 6.92 32 MP2A Z 14 . 35 6.92 33 MP2A Mx -.021 6.92 34 MP2B X _ 6.71 1. 2 35 MP2B Z 150.186 1.92 36 MP2B Mx l 1.92 37 MP2B x 86.71 6.92 38 MP2B Z 150-186 39 MP2B Mx .011 6.92 40 MP2C X 57.508 1.92 41 ---MP2C Z 99.606 1.92 2 MP2C Mx .081 1.92 43 MP2C X 57,508 6.92 44 MP2C Z 99.606 6.92 45 MP2C Mx .081 6.92 46 MP4A X 99.28 4.42 47 _ MP4A Z 171.959 4.42 48 MP4A Mx _ _ -.017 4.42 49 MP4B x I 54.98 4.42 50 MP4B Z 95.228 4.42 51 MP4B Mx 0 4.42 52 M P4C x 39.67 4.42 53 MP4C Z 68.71 4.42 4 M P4C Mx .04 4.42 55 MPIA X 39,837 4 56 M P 1 A Z 69 4 57 MP1A N1x .007 4 58 NIP 1 B _ x 40.138 4 59 MP1 B Z 69.521 4 60 MP1 B Mx -.003 4 JMP161 MP1 C X 26.914 I 4 2 MP 1 C Z 46.617 4 63 C Mx -.027 4 M P2 39 A x .7 4 65 MP2A Z 68.873 4 6 MP2A _ 7 4 67 MP2B I x 40.'119 4 68 MP2B Z 8 69 MP2B Mx -.003 4 70 MP2C x 24.496 4 71 MP2C Z 42.429 4 72 MP2C Mx -.024 4 73 QVPMP x 86.74 2.5 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...I...I...IAnalysis1144803-VZW MT LC_H.r3d] Page 20 Company : Network Building+Consulting June 24,2022 IIIRISA Designer : Rachel Huang,P.E. 5:40 PM Job Number : Project#: 10150854 Checked By: Model Name : 144803-VZW MT LO H !Member Point Loads (BLC 8 :Antenna Wo 150 De Continued Member Label Direction Magnitudeflb,k-ftl Location f Flo 4 OVPMP Z 150,238 2,5 75 VPMP Mx 15 2.5 Member Point Loads 'SLC 9 :Antenna_Wo (780 Deall Member L bpi Direction Ma nitude if k-ft'l Locatiglft,%l 1 MP3A X 0 4.4 2 MP3A Z 61.943 4.4 3 _ MP3A Mx .011 4.4 4 -MP3B x 0 4.4 5 MP3B Z 59.887 4.4 MP3B Mx -.013 4.4 7 MP3C X 0 4.4 MP3C Z ---J9j835 4.4 9 MP3C Mx .018 4.4 10 MPIA x 0 1.92 11 M P1 A Z 166.975 1.92 12 MP1A Mx y .04 1.92 13 MP1A _ X 0 6.92 14 MP1A Z 166.975 6.92 15 MP1A Mx .04 6.92 16 MP1B X 0 1.92 17 MP1 B Z 163.344 _ 1.92 18 M P 1 B Mx -.049 1.92 19 MP1 B _ X 0 6.92 20 MP 1 B _ Z 163.344 6.92 21 MP1 B Mx -,049 6.92 2.2 MP1 C X 0 1.92 23 MP1 C Z 127.931 1.92 24 Etc Mx .08 1.92 25 MP1 C X 0 6.92 26 M P 1 C Z 127.931 6.92 27 MP1 C Mx .08 6.92 28 MP2A X 0 1.92 E333 MP2A Z 166.975 1.92 MP2A Mac .04 1.92 MP2A X 0 6.92 MP2A Z 166.975 6.92 MP2A Mx .04 6.92 MP2B X 0 1.92 MP2B Z 163.344 1.92 36 MP2B Mx -.049 1.92 37 MP2B X 0 6.92 38 MP2B Z 163.344 6.92 39 MP2B Mx -.049 6.92 40 MP2C X _ 0 1.92 41 MP2C Z 127.931 1.92 42 MP2C Mx .08 1.92 43 MP2C X 0 6.92 44 MP2C Z 127.931 6.92 45 MP2C Mx .08 6.92 46 M P4A X 0 4.42 47 M P4A Z 187.874 4.42 48 MP4A Mx 2 4.42 49 MP4B X 0 4.42 5-0 MP4B Z 79.189 4.42 51 MP4B Mx 0 4.42 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...1...1...\Analysis1144803-VZW MT_LO_H.r3d] Page 21 Company : Network Building+Consulting June 24,2022 Designer : Rachel Huang, P.E. 5:40 PM IIIRISAJob Number : Project#: 10150854 Checked By: Model game : 144803-VZW MT LO, H Member Point Load (BLC 9 Antenna Wo (180 Deg))_(Continued) Member Label Direction Ma c Etude ib k-ftl Location a 52T ISI P4C xr0 4.42 53 I 4C Z 106.317 I 4.42 54 MP4C Mx .. 4.42 55 MP1A X 0 4 56 MP1A z 77,357- 4 57 MPIA Mx - 4 58 MP1B X 0 4 59 MP1 B Z 75.713 4 60 MPI B ! Mx .016 61 MPIC X 0 4 62 MPIC Z 59.677 4 _63 MP1 C Mx -.026 64 MP2A X 0 4 65 MP2A Z 76.791 66 M -.013 4 67 MP2B X 0 4 68 MP2B Z 74.848 4 69 MP2B Mx .016 4 70 P2C X 0 4 71 MP2C Z 55.902 4 72 MP2Q Mx -.025 4 73 OVPMP X 0 2.5-- -OVPMP Z 169.883 2.5 75 OVPMP Mx .029 2.5 Member Point Loads (BLC 14 :Antenna Wo (21 0 Deg)) Member Lahel DirecHon a nitude Ib k-fit Location ;A 1 MP3A X -23.134 4.4 2 MP3A Z 40.069 4.4 3 MP3A Mx .018 4.4 4 MP3B X -21.729 4.4 5 MP3B Z 37.636 4.4 6 MP3B Mx -_018 4.4 7 MP3C X -28.238 4.4 8 MP3C Z 48.91 4.4 9 MP3C M .015 4.4 10 MP1A X -69,645 1.92 11 MPIA Z 120.628 1.92 12 MP1A Mx .076 1.92 13 MPIA X -69.645 6.92 14 MP1A Z 120.628 6.92 15 MPIA Mx .076 6.92 16 MPI B X -67.165 1.92 17 M P 1 B Z 116.332 1. 2 18 M P 1 B Mx -.078 1,92 19 MPI B X -67.165 6.92 20 MP1 B Z 116.332 6.92 21 MPI B Mx -.078 6.92 22 MP1C x -78.6611. 2 23 MPIC Z 136.244 1.92 24 M P 1 C Mx .059 1.92 25 MPIC X -78.661 6.92 26 MPIC Z 136.244 6.92 27 MPIC _Mx .059 6.92 28 MP2A X -69.645 1.92 29 M P2A Z 120.628 1.92 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...1..A..AAnalysis1144803-VZW MT LO_H.r3d] Page 22 Company Network Building+Consulting June 24,2022 IIIRISA Designer : Rachel Huang,P.E. 5:40 PM Job Number : Project#: 10150854 Checked By: Model Name : 144803-VZW MT-LOTH Member Point Loads LC 10 :Antenna Wo 210 De Continued Member Label Direction Ma-q n i t ud 0 bA-ft I LocaWA MPA Mx _ .076 1.92 31 MP2A X -.69.645 6.9 32 MP2A z 120.628 6.92 33 MP2A Mx .076 6.92 34 MP213 X -67,165 1, 2 35 MP26 116.332 1.92 36 37 MP213 X -67.165 6,92 38 MP2B z 116,3326.92 39 MP26 Mx -.078 6.92 4 MP2C -78o-661-- 1..92 41 MP2C Z 136.244 1.92 4 MP2C M .059 _ 1.92 43 MP2C x -78.661 6.92 44 MP2C Z 136.244 6.92 45 MP2C Mx 59 6.92 46 1111 P4A x _ -65,022- 4.42 47 M P4A Z 112.621 4.42 48 MP4A Mx .05 4.42 49 MP4B x -54.98 4.42 50 M P46 z 95.228 4.42 51 M P4B Mx 0 4.42 2 MP4C X -83.854 4,42 53 M P4C Z 145.24 4.42 54 M P4C Mx 0 4.42 55 MP1A x -32.41 4 a 56 M P 1 A Z 56-136 4 57 M P 1 A Mx -.025 4 58 M P 1 B X -31.287 4 59 MP1 B Z 54.191 4 60 MP1 B Mx .026 4 611 M P 1 C X -36.493 4 62 MP1 C Z 63.207 4 63 M P 1 C Mx -'019 4 64 MP X -30.99 4 65 .MP2A Z 53.676 4 66 MP2A Mx -.024 4 67 MP2B x -29.663 4 68 MP26 Z 51.377 _ 4 69 MP2B Mx .024 4 70 MP2C X -35_$ 4 71 MP2C z 62.03 4 72 MP2C Mx --S)i 9 4 73 OVPMP X -75.21 2.5 74 OVPMP Z 130268 2,5 75 OVPMP Mx .058 L 2.5 _ Member Point Loads (BLC 11 :Antenna Wo 240 De M m er Labgl jr c t l a nftude[I -ft] L i of ft,%I 1 MP3A x -29.001 I 4.4 2 MP3A Z 16.744 4.4 4i 3 MP3A Mx .016 4.4 4 r M P3B x -28,35- 4.4 5� MP313 Z 16.368 4.4 6 MP3B Mx - 4.4 7 MP3C X -56.989 4.4 RISA-31D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...I...I...\Analysis1144803-VZW MT LO-H.r3d] Page 23 Company : Network Building+Consulting June 24,2022 Designer : Rachel Huang,P.E. 5:40 PM IIIRISAJob Number : Project#: 10150854 Checked By: . _ .. . . Model Name : 144803-VZW MT LO H Member Point Loads BLC 11 :Antenna Wo L240 De Continued Member Label Direction Magnitude[lb,kAl LgCatLop ft' _ Z 32.903 _ 44 9 MP3C Mx-- .001 4. 1o._. _ MP1A x -101.083 1.92 1.1 MP1A Z 58.36 1.92 12 M.P A Mx .081 1.92 13 MPIA X -101.083 6.92 14 MP1A z 58.366-92 15 MPA Mx .081 6.92 16 M P I B x -99.932 1.92 17 MP1 B Z 57.696 1.92 18 MP1B -.081 19 MP1 B x -99.932 6.92 20 MPI B Z _ 57,696 6.92 21 MP1 B Mx -.081 6.92 22 MP1C x -150.512 1,92 23 MP1 C Z 86.898 1.92 24 MP1 C Mx .004 1.92 25 MP1 C x -150.512 6.92 26 MP1 C Z 86.898 6,92 27 MPIC Mx .004 6.92 28 MP2A X -101.083 1.92 29 MP2A Z 58.36 1.92 30 MP2A Mx .081 1.9 31 MP2A x -101.083 6.92 2 MP2A Z 58.36 6.92 33 MP2A Mx .081 6.92 34 1 MP2B x -99.932 1.J%7- 35 MP2B Z 57.696 1.92 36 MP2B Mx -.081 1.92 37 MP2B x -99.932 6.92 38 MP2B Z _ 57.696 6.92 39 MP2B Mx -.081 6.92 40 MP2C x -150.512 1.92 41 MP2C Z 86.898 1.92 42 MP2C Mx .004 1.92 43 MP2C x -150.512 6.92 44 MP2C Z 86.898 6.92 45 MP2C Mx .004 6.92. 46 MP4A x -71.794 4.42 47 MP4A Z 41.45 4.42. 48MP4A BVI -04'1 4.42 49 _ MP41B x -148.524 4.42 0 MP4B Z 85.751 4.42 51 MP4B Mx 0 4.42 52 MP4C - x -175.043 4.42 53 MP4C Z 101.061 4.42 4 MP4C M 4 4.42 55 MP1A x -47.285 4 56 MPIA Z 27.3 4 57 MP1A Mx -.o27 4 58 MPI B x -46.764 4 59 MP1 B Z 26.999 4 0 M P I B Mx .027 4 61 MPIC x -69.668 y 4 62 _ MP1 C Z _ 40.223 4 _ 63 MPI C Mx 001 4 - -R4--I MP2A x -43.219 4- RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...I...I...IAnalysis1144803-VZW MT_LC_H.r3d] Page 24 Company Network Building+Consulting June 24,2022 IIIRISA esiger Rachel Huang,P.E. 5:40 PM Joh Number Project#: 10150854 Checked By: Modei lame 144803-VZW MT LC_H W.Member Point Loads (BLC 11 :antenna Wo (240 Beer)) (Continued] Jemher Label C irectian !1 r nude i LocatiorifflAll 6 MP2A _Z 24-952 4 66 MP2A M -M5 4 7 MP2B x -42.603 4 68 MP2B Z 59 4 69 MP2S Mx .025 4 MP2C X -69-663 71 MP2C Z 40,22 7 MP2Q Mx 1 73 CVPMP x -116,528 2.5 67.277 2.5 75 OVPMP Mx .066 2.5 Member Point Loads SLC 12 :antenna Wo DegIl Member Label Dt i 0 n Ma ud I k LocationfftAll 1 MP3A X -36.385 4.4 MP3A Z _ 0 4.4 3 MP3A Mx .017 4.4 4 -- x -38.441 4.4 _5 MP3B Z 0 4.4 6 MR3B 17 4.4 7 MP3C x -58.492 4. 8 MPC Z 0 4.4 9 M P3C Mx -.014 4.4 1 MPAA x -121.836 1.92 11 MPIA Z 0 1.92 MPIA Mx .081 1.92 13 MPIA X -121.836 6.92 1.4 MP1 A Z 0 .92 15 MP1A Mx _081 6.92 16 MPI B x -125.468 1.92 17 MP1B z 0 1.92 1.8 MPI B Mx -.081 1.92 19 MP1 B x -125.468 6.92 20 MPI B Z 0 6.92 21 MP1 B Mx -.081 6.92 22 MP1C x -160.881 1. 2 23 MP1 C Z 0 1.92 24 MP1C Mx -.053 1,92 25 M P 1 C x -160.881 6.92 26 MP1C Z 0 6.9 27 MP1 C Mx -_053 6.92 28 MP2-A X -121.836 1.92 29 i MP2A Z 0 1.92 MP2A a Mx .081 1.92 31 MP2A x -121.836 6.92 3 _ MP2A Z 0 6.92 33 MP2A Mx .081 6.92. MP2B X -125.468 1.92 35 MP2B Z 0 1.92 36 MP2B Mx _ - -.081 1.92 37 MP2B X -125.468 6.92 38 MP2B z 0 6.92 39 MP2B Mx -,081 6.92 40 MP2C x -160.881 1.92 41 MP2C Z 0 1.92 4 MP2C M -.053 1.92 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...I...1...I...IAnalysis1144803-VZW MT LQ_H.r3d] Page 25 Company : Network Building+Consulting June 24,2022 Designer : Rachel Huang,P.E. 5:40 PM IIIRISAJob Number : Project#: 10150854 Checked By: Model Name : 144803-VZW MT LC_H Member Point Loads (BLC 12 :Antenna Wo 270 De (Continued) Member Label Direc#ion Ma ni de Ib k=ft ft Lccation 43 MP2C _x -160,881 6.92 4 MP2C Z 0 6.92 45 MP2C Mx -.45-3 6.92 6 M NA x -93,587 4,42 47 M P4A Z 0 4.42 4$ MP4A Mx 4 4,42-- 49 .4 _49 MP4B x -202.272 4.42 0 iMP48 Z 4.42 51 MP48 Mx 0 4,42 52 MP4C x -175.144 4.42 53 MP4C Z 0 4.42 54 MP4C Mx -.041 4.42 55 MPIA X .917 4 6 MP1A Z 0 4 _ 57 MP1A Mx -.027 4 58 MPI B X -58,561 4 59 MP1B Z 0 4 60 MPI B Mx .027 4 61 M P 1 C x -74.597 4 6-2 MPIC z 0 4 63 MPIC Mx .018 4 64 MP2A x -52.642 4 65 MP2A Z 0 4 66 MP2A Mx -.025 4 67 MP2B X -54.585 4 68 MP2B Z 0 4 69 MP2B Mx .025 4 70 MP2C X -73.53 4 71 MP2C Z 0 4 72 MP2C Mx .017 4 73 CVPMP x -138.151 2.5 74 OVPMP Z 0 2,5 75 4VPMP Mx .065 2.5 Member Point Loads (BLC 13 :antenna Wo 300 De Member Labul Dir ct{ n M nit e,[I: ftI LocatioO ft Y91 I MP3A X -45.086 4.4 2 M P3A Z -26.03 4.4 3 M P3A Mx .017 4.4 4 MP3B. x -47.518 4.4 5 MP3B Z -27.435 4.4 6 MP3B Mx -.016 4.4 7 MP3C X -36.244 4.4 _ MP3C Z -20-926 4.4 9 MP3C Mx -.018 4.4 10 M P I A X -129A9 1.92 11 M P 1 A Z -74.761 1.92 12 MP1A Mx .068 1.92 _I3 MP1A _ X -129.49 6.92 1 MP1A _ Z -74.761 6.92 15 MP1A Mx .068 6.92 1 M P I B X -133.786 1.92 17 M P 1 B Z -77.241 1.92 18 I M P I B Mx -.063 1.92 19 M P 1 B x -133.786 6.92 20 MPI B Z -77241 6.92 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...1...1...IAnalysis1144803-VZW MT LO_H.rad] Page 26 Company Network Building+Consulting June 24,2022 IIIRISA Designer Rachel Huang,P.E. 5:40 PM Job Number Project#: 10150854 Checked By: Model Name 144803-VZW MT LO H .Member Point Loads (.BLC 13 :antenna Wo (300 Deo (Continued) Member Label Direction MagnituMl�-.k--ftl Locationrft.�G] 21 MP1B Mx -,063 6.92 2 MP1 4 X -113.874 1,92 23 MP1 Z -65,745 1.92 Z M -.079 1,92 25 M P 1 C X -113.874 6.92 26 MP1C .7 6.,9,2- 27 227 MPI C M -.079 6.92 28 MP2A x -129.49 1.92 29 MP2A Z _ -74.761 1.92 30 MP2A M 1,92 31 MP2A X -129.49 6.92 32 MP2A Z -74,__.61 6.92 33 MP2A Mx .068 6.92 4 MP2B X -133.786 1.92 35 MP2B Z -77.241 1.92 36 MP2B Mx -.063 1.92 37 MP2B X -133.786 6.92 $ MP2B Z -77.241 6.92 39 MP2B Mx -.063 E 6.92 40 MP2C X -113.8-74 1.92 41 MP2C Z -65.745 1.92 42 MP2C Mx --J07-9 1.92 43 MP2C X -113.874 6.92 4 MP2C Z -66.745 6.92 45 MP2C Mx -.079 6.92 46 M P4A X -131.131 _ r 4.42 47 M P4A Z -75.709 4.42 48 MP4A Mx .049 4.42 49 MP4B X -148.524 4.42 50 MP4B Z -85.751 4.42 51 MP4B Mx 0 4.42 52 MP4C x -98.513 ! 4.42 53 MP4C Z -56.876 4.42 54 MP4C Mx -.048 4.42 55 M P 1 A X -60.149 4 56 M P 1 A Z -34.727 4 57 M P 1 A Mx -.022 4 58 MP1B X -62.094 4 59 MP1 B Z -35.85 4 60 MP1 B Mx .021 4 61 MP1 C X -53.078 4 62 M P 1 C Z -3 44 4 63 MP1 C Mx .026 4 64 MP2A _ x -58.4'16 4 65 MP2A Z -33.727 4 66 MP2A Mx -.022 67 MP2B X -60.715 4 6-8 MP2B Z -35.05 4 69 MP2B Mx .02 4 MP2C X -50.062 4 71 MP2C Z -2 . 03 4 MP2-C Mx ,025 4 73 OVPMP X -136.497 2.5 74 OvPMP Z -78.807 2.5 75 OVPMP Mx .051 2.5 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...I...I...I...I...IAnalysis1144803-VZW MT L4_H.r3d] Page 27 Company Network Building+Consulting June 24,2022 IIIRISA Designer : Rachel Huang, P.E. 5:40 PM Job Number _ Project#: 10150854 Checked By: A NEMETSCHEK Ca�IPAW Model Name 144803-VZW MT LO_H .Member Point Loads (DLC 14 :Antenna Wo (330 De-q)) Member Label Direction Ma n itude IbALocation ft 11/� MP3A X -32.42 4.4 Z -56-153 4A MP3A Mx .006 4.4 4 MP3B x -32.796 4.4 5 MP3B Z -56.805 4.4 MP3B Mx - 4 7 MP3C x -16.261 4.4 MP3Q Z 4.4 9 MP3C -.016 4.4 10 MPIA x -86-046 1.92 11 MPIA. Z -14 . 35 1.92 12 MPIA Mx .021 1.92 13 MP1 A X -86.046 6.92 14 MPIA Z -149.035 6.92 15 MMA Mx .021 6.92. 1 MPI B x -86.71 - 1.92 17 MPI B Z -150.186 1.92 18 MP1B Mx -.0-11 '1.92 19 MP1B X -86.71 6.92 MP1 B Z -150.186 6,92 21 MP1B Mx -.011 _ 6.92 22 P1 x -57.508 1.22 23 MP 1 C Z -99.606 1.92 4 MP1 C Mx -,081 1.L2 25 MP1 C X -57.508 6.92 26 MP 1 C Z _ -99.606 6.92 27 + _ M P 1 C Mx -.081 6.92 28 MP2A x -86.446 _ 1.92 29 MP2A Z -149.035 1.92 30 MP2A Mx ,021 1.92 31 MP2A x -86.046 6.92 2 MP2A Z -149.035 6.92 33 MP2A Mx .021 6.92 34 MP2B X -86.71 1.92 35 MP2B Z -150.186 1.92 36 MP2B Mx - 1.92 37 MP2B X -86.71 6.92 38 MP2B Z -15-0.186 6.92 39 MP2B Mx -.011 6.92 40 MP2C x -57-508 1.92 41 MP2C Z -99.606 1.92 42 MP2C Mx 81 1.92 43 MP2C x -57.508 6.92 44 MP2C Z -99.606 6.92 45 MP2C Mx -.081 6.92 46 MP4A X ! -99.28 4.42 47 MP4A Z -171.959 4.42 48 MP4A Mx ,017 4.42 49 MP4B x -54.98 4.42 50 MP4B Z -95.228 4.42 51 MP4B Mx 0 4.42 52 MP4C x -39.67 4.42 53 MP4C Z -68.71 4.42 54 MP4 Mx -.04 4.42 55 MPIA X -39.837 4 56 MP1A Z -69 4 57 MP1 A Mx -.007 4 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...I...1...IAnalysis1144803-VZW MT LC_H.r3d] Page 28 Company : Network Building+Consulting June 24,2022 Designer : Rachel Huang,P.E. 5:40 PM IIIRISAJob Number Project#:10150854 Checked By: A NE;1ETSGHEK COWAN'l Model Name 144803-VZW MT LC_H Member Poing Loads (BLC 14 :Antenna Wo (330 Deg)) (Continued) Memberlabel. Direction Ma nitude lb k-ft L r 58 MP 1 B x -40.1 M 4 5 MP1B z -69.521 4 00 MP1 B Mx 4 61 M P 1 C x -26.914 2 M P 1 Z -46.617 4 63 M P 1 C Mx .027 4 x -39.764 65 MP2A Z -68.$73 66 MP2A- Mx -.007 4 67 MP2B x -40.119 _ 4 68 MP2B -69.489 4 69 MP2B Mx ,003 4 70 M P2C I x -24.496 4 71 MP2C Z -42.429 4 72 M P2C Mx 4 73 OVPMP x -86.74 2. 74 OVPMP Z -150.238 2.5 75 OVPMP Mx .015 2.5 Member Point Loads (BLC 15 :Antenna Wi_(4 Deer)) Member Label Directign Magnitude Dh Lccafion[ft,%] 1 MP3A X 0 4.4 2 MP3A Z -11.519 4.4 3 MP3A Mx -.002 4.4 4 MP3B x 0 4.4 MP3B Z -11.171 4.4 6 MP3B M .002 7 MP3C x 0 4.4 $ P3C Z -7.781 4.4 9 MP3C Mx -.003 4.4 10 MP1A x 0 1.92 11 MP1A Z -28.043 1.92 12 MP1A Mx -.007 1.92 13 MP1A X 0 6.92 14 MP1A Z -28.043 6.92 15 MP1A Mx -.007 6.92 16 MP1B x 0 1.92 17 M P 1 B Z -27.484 1.92 18 M P 1 Mx .008 1,92- 19 MP1B x 0 6.92 20 MPIB Z -27.484 6.92 21 M P 1 B Mx .008 6.92 22 MP1C x 0 1.92 23 M P 1 C Z -22.027 1.92 24 M P 1 C -.014 1.92 25 M P 1 C X 0 6.92 26 MP 1 C Z -22.027 6.92 27 MP1 C Mx -.014 6.92 28 MP2A X 0 1.92 29 MP2A Z -28.043 1.92 30 MP2A Mx -.007 1.92 31 MP2A x 0 6.92 2 MP2A Z -28,043 6.92 33 -- MP2A Mx -.007 6.92 34 MP2B x 0 1.92 35 MP2B Z -27.484 1.92 RISA-3D Version 17.0.4 [1...t...1...1...1...1...1...1...1...1...\...1..AAn7Iy7Is1144803-VZW MT La_H.r3dj Page 29 Camany : Network Building+Consulting June 24,2022 III.RISA Designer - Rachel Huang,P.E. 5:40 PM Job Number Project* 10150854 Checked By: , -VZW MT LO H c,0.0.0ji Model Nairne : 144803 Merrier Point Loads (BLC 15 :Antenna f/l/i Continued MembedLabel Direction nitude I k-ft MP2B Mx 08 1,92 f37 I MP2B x 0 6.92 38 MP2B Z _ -27.484 5.92 MP2B Mx .008 6.92 40 MP2C x 0 1.92 4 MP2C Z -22.027 1.92 42 MP2C Mx -,014 1.92 3 MP2C x 0 6.92 4 MP2C Z -22.027 45 MP2C Mx -.014 6.92 46 M P4A x 0 4,42 47 MP4A Z -32.305 4.42 48 M P4A Mx -.006 4.42 49 MP4B x 0 4.42 50MP4B Z -14.685 4.42 51 ., MP4B Mx 0 4.42 52 MP4C x 0 4.42 53 MP4C Z -19.083 4.42 54 MP4C Mx -.OQ8 4.42 55 MP1A X 1 0 4 MP1A Z -14.0 1 4 57 MP1A Mx .002 4- 8 MP1 B x 0 4 59 MP1 B Z -13.757 4 60 MP1 B Mx -- 03 4 61 MP1C x 0 4 62 MP1 C Z -11.081 _ 4 63 M P 1 C Mx .005 4 64 M P2A _ x 0 4 65 MP2A Z -13.937 4 66 M P2A Mx .002 4 67 MP2B X 0 4 68 MP2B Z -13.614 4 69 MP2B Mx -.003 4 70 MP2C x 0 4 71 MP2C Z -10.456 4 72 MP2C Mx .005 73 OVPMP x 0 2.5 74 OVPM P Z -29.221 2.5 75 OVPMP Mx -.005 2.5 Member Point Loads SLC 16 :Antenna Wi 30 De Member Label Diregfign IVIS n Location ft a 1 M P 3A x 4.434 4.4 2 M P3A Z -7.68 4.4 3 M P_3_A Mx -.003 4.4 4 _ MP3B x 4.19 4.4 5 MP3B _ Z -7.269 4.4 MP3B _ x FO03 4.4 7 MP3C x 5.297 4.4 8 MP3C Z -9.175 4.4 9 MP3C Mx -. 03 4.4 101 MP1A x 11.889 1,92 11 MP1A Z -20.592 1.92 12 MP1A Mx -.Q 1.92 1 13 MP1A x 11.889 6.92 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...I...1...I...IAnatysis1144803-VZW MT LO_H.r3d] Page 30 Company : Network Building+Consulting June 24,2022 IIIRISA Designer : Rachel Huang, P.E. 5:40 PM Job Number Project*10150854 Checked By: Model Name : 144803-VZVI!MT=LO_H .Member Punt Loads (BLC 16 :Antenna W! 30 De Continued Member Label Direction Maa nitude Ibi k»ft c r n % 14 MP1A Z -20, 6.92 1 M P I A Mx -.013- .92 16 M P 1 B x 11.506 1.92 17 MPIB f Z -19.93 1.92 18 MPIB Mx .013 1.92 19 MPI B x 11.506 6.92 20 MPIB Z -19-93 21 MPIB Mx .013 6.92 MPIC x 1 1. 23 M P 1 C Z -2.2.998 1.92 2 MPIQ Mx -.01 1,92 25 MPIC X 13.278 6.92 26 M P 1 C Z -22. 8 6.92 27 MPIC Mx -.01 .92 28 MP2A x 11.889 1.92 29 MP2A Z -20.592 1.92 30 MPM Mx -.013 '1.92 31 MP2A X 11.889 6.92 32 MP2A Z -2Q.592 6.92 33 MP2A Mx -.013 6.92 4 MP2B X 11,506 1.92 MP2B Z -19.93 1.92 36 MP2B Mx 1.92 7 MP2B X I 11.506 6.92 38 MP2B Z -19.93 6.92 39 MP2B Mx .013 6.92 40 M P2C x 13.278 1.92 41 M P2C Z -22.998 1.92 42 MP2C Mx -.01 1.92 43 M P2C X 13.278 6.92 44 M P2C Z -22.998 6.92 45 M P2C Mx -.01 6.92 46 M P4A X 11.465 4.42 47 M P4A Z -19.857 _ 4.42 48 M P4A Mx -.009 4.42 49 MP4B X 9.837 4.42 0 MP4B Z -17.038 4.4 51 MP4B Mx 0 4.42 52 MP4C x 14,518 4.42 53 MP4C Z -25.146 4.42 54 MP4C Mx -.008 4.42 55 MP1A X 5.97 4 6 MP1A Z -10.34 _ 4 57 MPIA M .005 4 58 MPIB X 5.782 4 59 MP1B Z -10.015 4 60 MPI B Mx - 4 61 MPIC x 6.651 4 62 MPIC Z -11-52 4 63 MPIC Mx .004 4 64 MP2A x 5,734 4 65 MP2A Z -9.932 4 66 MP2A Mx .004 4 67 MP2B X 5.513 4 68 MP2B Z -9.549 4 69 MP2B Mx -.005 4 70 M P2C X 6.538 4 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...1...I...\Analysis1144803-VZW MT_LC_H.r3d] Page 31 Company Network Building+Consulting June 24,2022 Designer : Rachel Huang,P.E. 5:40 PM IIIRISAJob Number Project#: 10150854 Checked By: Ucr cr. ,� Model Name 144803-VZW MT L4_H Member Point Loads (BLC 16 :Antenna Wi(30 Be )) (dont nud_ Member Abel Direction Location f#% 71 MP2C I Z -11.325 4 72 MP2C Mx .003 4 7 O PM x 13.06$ 2.5 OVPMP Z i -22.634 2,5 75 OVPMP Mx -,01 2.5 !Member Point Loads (BLC 17:Antenna Wi L60 Deq)l Member Label DirectiQn M ni ud Ib k-f LocationMP3A x 5.609 4.4 i1d 4 MPA Z -3.3-54 4 3 MP3A Mx -,003 4.4 MP3B x 5M9 4,_ 5 MP3B Z -3.29 4.4 P B Mx 4,4- 7 M P3C x 10.541 4.4 6P3 Z - ,,0 4.4 MP3C Mx -.000212 4.4 0 MP1A x 17.58 1.92 11 MP1A z -10.15 1.92 _12 MPIAMx -.014 1.92 13 MP1A x 17.58 6.92 14 MP1A Z -10.15 6.92 15 MP1A Mx -.014 6.92 MP 1 B x 17,402 1.92 17 MP1 B Z -10.047 1.92 18 MP1B Mx .014 1.92 19 M P 1 B x - 17.402 6.92 20 MP1 B z -10.047 6.92 21 MP1 B Mx ,014 6.92 M P 1 C A 25.197 1.92 23 M P 1 C Z -14-547 1.92 2A4 MP1 C _ Mx -.000719 1.92 25 M P 1 C X 25.197 6.92 26 M P 1 C z -14.547 6.92 27 MP1 C Mx -.000719 6.92 28 M P2A x 17.58 1.92 29 M P2A Z -10.15 1.92 30 M P2A Mx -.014 1.92 31 MP2A x 17.58 6.92 2 MP2A z -10.15 6.92 33 M P2A Mx -.014 6.92 4 MP2B x 17,402 1.92 35 M P2B Z -10.047 1.92 36 MP2B Mx .014 1.92 37 MP2B x 17.402 6.92 38 MP2B Z -10.047 E 6.92 39 M P2B Mx .014 6..92 40 MP2C X 25.197 1.92 41 MP2C Z I -14.547 1.92 42 MP2C Mx -.000719 43 MP2C x 25.197 6.92 44 MEX Z -14-547 6.92 45 MP2C Mx -.000719 6.92 46 MP4A x 13.238 4.42 47 MP4A Z -_7.643 4.42 M P4A Mx -.008 4,42 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...1...1...1Analysis1144803-VZW MT LC_H.r3d] Page 32 Company Network Building+Consulting June 24,2022 Designer Rachel Huang,P.E. 5:40 PM IIIRISAJob Number Project#: 10150854 Checked By: Model Name 144803-VZW IVIT LC_H Member Point Loads BLS 17:Antenna Wi 60e Continued Member Label Dire tion Maan itu clef lb,k- Loc,atio n f% 4 MP4B X 25.678 4,42 50 MP4B z -14,825 4.4 1 MP4B Mx 0 4.42 52 MP4C x 29.977 4.42 53 MP4C Z -17.307 4.42 4 MP4C Mx -.QOQ604 4,42, 55 MP1A x 8.863 4 MP1A Z -5.117 4 57 MPIA Mx .0.05 58 MP1 B X -8,776 4 9 M P I B Z -5.067 4 6kIP 1 B Mx -'005 4 61 MP1 C X 12.598 4 62MPIQ Z -7.273 - 4 63 MP1 C Mx .000254 4 4 M P2A X 8,19 4 65 M P2A Z -4.728 4 66 M P2A Mx r 005 4 67 MP2B �! X 8.087 4 8 MP2B Z -4.669 69 MP2B I Mx -.005 4 70 _ MP X 57 4 71 MP2C I Z -7.273 4 72 M P2C Mx .000254 4 73 OVPMP I X 20.455 i 2.5 01fPMP _ Z -11.81 2.5 75 OVPMP Mx -.012 2.5 Member Point Loads (BLC 18 :Antenna Wi(90 De-q)) Member L I Direction i f Location ft.%I I M P3A X 7.197 4.4 2 M P 3A Z 0 4A 3 M P3A Mx -.003 4.4 4 MP3B X 7.545 5 MP3B Z 0 4+4 MP3B Mx .003 4 7 MP3C X 10.935 4.4 8 MP3C Z 0 4.4 9 I MP3C Mx .003 4.4 1Q MPIA X 21. 8 1.92,MP1A Z 0 1.92 12 MPIA Mx 14 1.92 13 I MP1A 21.088 6.92 14 MP1A Z 0 6.92 15 _ MP1A Mx -.014 6.92 16 MP1 B X 21.647 1.92 17 _ MPI B Z 0 1.92 1 18 MP1 B i Mx .014 1.92 19 MP1 B X 21.647 6.92 20 MPI B Z 0 6.92 21 MP1 B Mx .014 6.92 22 MRic x 27,104 1.92 23 MP1 Z 1.92 24 M P 1 C Mx OQ9 1.92 25 MPI C X 27.104 6.92 26 MPIC Z 0 6.92 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...I...1...I...IAnalysis1144803-VZW MT LO_H.r3d] Page 33 Company Network Building+Consulting June 24,2022 IIIRISA Designer Rachel Huang,P.E. 5:40 PM Jab Number : Project M 10150854 Checked By: Model Name 144803-VZW MT LO_H Member Point Loads (BLC 18 :Antenna Wi(90 Deg)) (Continued) Member Label Directioni u ! A L ati n ft°f 2mpic Mx .009 6.92 MP2A X 21,0881 29 M P2A z 0 1.92 MP -.014 1.92 31 MP2A X 21.088 6.92 32 MP2A Z 0 -6,192 3 MP2A Mx -.014 6-92 MP2B x 21.647 1.92 35 MP2B Z 0 1.92 36 MP2B Mx .014 1.92 7 MP2B X 21.647 6,92 MP2B z 0 6.92 MP2B Mx .014 6.92 4 MP2C X 27.104 1.92 4 MP2C Z 0 1,92 42 MP2C Mx .009 '1.92 4 MP2C x 27.104 6.92 44 MP2C Z 0 6.92 45 MP2C Mx .009 6.92 46 M P4A x 17,019 4.42 47 M P4A Z 0 4.42 48 MP4A Mx -'008 4.42 49 MP4B X 34.639 4.42 50 MP4B z 0 4.42 51 MP4B Mx 0 4.42 52 M P4C X 30.241 4.42 53 MP4C z 0 4.42 54 M P4C Mx .007 4.42 55 MP1A X 10.621 4 56 MP1A Z 0 4 57 M P 1 A Mx .005 4 58 M P 1 B X 10.895 4 59 MP1 B Z 0 4 60 M P 1 B M -.005 4 61 M P 1 C X 13.571 4 62 M 1 0 4 63 M P 1 C Mx -.003 4 64 MP2A X 9_.913 4 5 M P2A Z 0 4 66 MP2A M .005 4 67 MP2B X 10.237 4 68 MP2B z 0 4 69 MP2B Mx -,005 _ 4 70 MP2C X 13.394 4 71 MP2C Z 0 4- 72 MP2C Mx -.003 4 73 OVPMP X 24.19 2.5 74 OVPMP z 0 2,5 75 OVPMP Mx -.011 2.5 "ember Point Loads (BLC 1 :Antenna Wi(120 Deg'} Member Label Direction Ma n itude lb k-f# L i n '°l 1 M P3A X 8.528 4.4 2 MP3A z 42924 4.4 3 M P3A Mx -_.003 4.4 4 MP3B X 8.94 4.4 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...1...I...IAnalysis1144803-VZW MT LO_H.r3dj Page 34 Company Network Building+Consulting June 24,2022 IIIRISA Designer : Rachel Huang,P.E. 5:40 PM ,Job Number Project#: 10150854 Checked By: A`+ tS<HE CCAtWO41Y Model Name 144803-VZW MT LC_H Member Point Loads LBLC 19 :antenna Wi(120 Dom))(Continued) Member Leel Direction Locati n[ft,% 5 MP3B z 5.161 4 P .QQ3 4.4 7 1 MP3C X 7,933 4.4 MEX Z 4.061 4. 9 MP3C Mx .003 4.4 1 MP1A x 21.957 1.92 11 MP1A Z 12,677 1.92 12 MP1A Mx -.012 1,92 13 MPIA x 21.957 6.22 4 MP1A z 12.677 6.92 15 MPIA Mx -.012 6.92 16 MPI B x 22.619 1.92 17 MP1B Z 13.059 1.92 18 MPIB Mx .011 i 1.92 19 M P I B X 22.619 6.92 20 M P 1 B Z 1 6.92 21 MP1B Mx .011 6.92 22 M P 1 C x 19.551 1.92 _ 23 MPIC Z 11.288 1.92 24 MPIC Mx 1.92 25 MP1 C X 19.551 6.92 26 MPIC Z 11,2886.92 27 MPIC Mx .014 6.92 28 MP2A x 21.957 1.92 29 MP2A Z 12,677 1.92 30 -MP2A Mx -.012 1.92 31 MP2A X 21.957 6.92 32 MP2A Z 12.677 6.92 33 MP2A Mx -_012 6.92 34 MP2B 22.619 1.92 35 MP2B Z 13.059 1.92 36 MP2B .011 1.92 37 MP2B x 22.619 6.92 38 MP2B z 13.059 6.92 39 M P2 B Mx .011 6.92 40 MP2C x 19_.551 1.92 41 MP2C Z 11.288 1.92 42 MP2C .014 1.92 43 MP2C x 19.551 6.92 44 MP2C Z 11.288 6.92 45 MP2C Mx .014 6.92 46 M P4A x 22.858 4.42 47 M P4A Z 13.197 4.42 48 M P4A Mx -.008 4.42 49 MP4B x 25.678 4.42. 50 MP4B z 14.825 4.42 51 MP4B Mx 0 4.42 2 M P4C x 17.57 4.42 53 M P4C Z 10.144_ 4.42 54 MP4C Mx Q09 4.42 55 MPIA A 11.00. 9 4 5 MP1A Z 6.356 4 57 M P 1 A Mx .004 4 58 MP1 B X tt-334 4 59 M P 1 B Z 6.544 4 601 MP1 B Mx -.004 4 -611 M P 1 C X 9.829 4 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...I...1...IAnafysis1144803-VZW MT LQ_H.r3d] Page 35 Company pang . Network Building+Consulting June 24,2022 Designer : Rachel Huang,P.E. 5:40 PM IIIRISAJob Number Project* 10150854 Checked By: AUE=�f SCO41- 'WII N, Model Name 144803-VZW MT LO-H Member Point Loads (BLC 19 :Antenna Wi 720 Be Continued Member Libel LiecFranani udeIb k-ft LocationM 62 'MP1 C Z 5,675 63 MP I C Mx -.005 64 M P 2A X 10.722 4 65 MP2A Z 6.191 4 66 M P2A Mx .004 4 67 MP2B x 11.106 MP2B Z 69 MP2B Mx -.004 4 70 M P2C 71 M P2C Z 5.3 7 4 72 MP2C- M 73 OVPMP X 2 . 21 2.5 74 OVPMIP Z 13.63$ 2.5 7 OVPMP Mx - 2.5 !Member Point Loads BLC 20 :Antenna Wi 150 Deg)) M__. r- bcr LaLbO i i Matinitude[lb,,k-ftl Wcafionfft.N 1 M P 3A X &OQ4 4.4 2 MPA Z 10A 4.4 3 _ _ MP3A Mx -.001 4.4 MP3B X 4.4 5 MP3B Z 10.51 4.4 MP3B Mx MOM 4.4 7 M P3C X 3.272 4.4 MP3C J Z 4.4 9 M P3C Mx .003 4.4 1 MPI A X 15 1.92 11 MP1A Z 24.969 1.92 12 MP1A M 4 1,92 13 MP1A X 14.416 6.92 4 MP1A Z 24.969 6.92 6.92 15 MP1A M -.004 6.92 . 16 MP1 B _ X 14.518 1.92 17 MP1B Z 25.146 1.92 18 M P 1 B Mx 002 1.92 19 MP1B X 14.518 6.92 20 M P I B Z 25.146 6.92 21 MP1 B Mx .402 6.92 MIPIQ x ii.018 1.92 23 M P 1 C Z 17.352 1.92 24 MPI C Mx . 14 1.92 25 MP1 C X 10.018 6.92 . 26 M P 1 C Z 352 6.92 27 MP1 C Mx .014 6.92 28 MP2A X 14.416 _ 1.92 29 MP2A Z 24.969 1.92 30 M_P2A Mx -.004 1.92 31 MP2A X 14.416 6.92 32 M P2A Z 24.969 6.92 33 M P2A Mx -.004 6.92 34 MP2B X 14.518 1.92 35 MP2B Z 25.146 1.92 36 MP2B Mx .042 1. 2 37 MP2B X 14.518 6.92 38 MP2B Z 25.146 6.92 9 MP2B Mx .002 6.92 RISA-3D Version 17.0.4 (1...1...1...t...1...1...1...t...1...1...1...1...IAnalysis1144803-VZW MT LO_H.r3d] Page 36 Company Network Building+Consulting June 24,2022 IIIRISA Designer Rachel Huang,P.E. 5:40 PM Job Number Project#: 10150854 Checked By: Model Name 144803-VZW MT LO H Member Point Loads (BLC 20 :Antenna Wi(150 De Continued Me �er_Lab 1 Dif ction Ma nitude ib k=ft L ion l Wo 40 MP2C x 10-018 1.92 41 MP2C z 17.352 1.92 4 _ MP2C Mx 1.92 43 MP2C 10.018 6,92 44 MIP2C Z 17.352 6.92 45 MP2C Mx .014 6.92 46 MP4A x 17.019 4.42 47 MP4A Z 29.477 4.42 4$ MP4A Mx -.003 -21 49 MP4B x 9.837 4.42 50 M P4B z 17.038 4.4.2 51 MP4B Mx 0 4.42 52 M P4C x 7.355 4.42 53 MP4C Z 12.738 4.42 54 M P4C Mx .007 4.42 55 MP1A x 7.209 4 56 MP1A Z 12.486 4 57 MP1A _ Mx .001 4 58 MP1 B x 7.259 4 59 M P 1 B Z 12.573 4 60 M P 1 B Mx -.000633 4 61 MP1 C x 5.053 4 62 MP1 C Z 8.751 4 63 MP1 C Mx -.005 4 64 MP2A x 7.197 4 65 MP2A Z 12.465 4 66 M P2A Mx .001 4 67 M P2 B x 7.256 4 68 MP2B Z 12.568 4 69 MP2B Mx a -.000632 4 70 MP2C x 4.652 4 71 MP2C Z 8.058 4 72 MP2C Mx -.005 1 4 73 OVPMP x 14.896 2.5 74 OVPMP Z 25.8 2.5 75 OVPMP Mx -.003 I 2.5 Member Point Loads (BLC 21 :Antenna Wi 180 De Member Lahei Dir cticn Ma nitude 15 k-ft Loco tEoj,,% 1 MP3A x 0 4.4 2 MP3A Z 11.519 4.4 3 MP3A Mx _002 4.4 4 MP3B x 0 4.4 5 MP3B Z 11.171 4.4 6 MP3B Mx -.002 4.4 7 MP3C x 0 4.4 8 MP3C Z 7.781 4.4 9 M P3C Mx .003 4.4 10 MP1A X 1 0 1.92 11 MP1A Z 28,043 1.92 12 MP1A Mx .007 1.92 13 MP1A I X 0 6.92 14 MP1A Z 28.043 6.92 15 MP1A Mx .007 6.92 16 MP1 B x 0 1.92 17 MPI B Z 27,484 1.92 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...1...1...lAnalysis1144803-VZW MT LO_H.r3d] Page 37 Company : Network Building+Consulting June 24,2022 Designer : Rachel Huang,P.E. 5:40 PM IIIRISAJob Number Project#:10150854 Checked By: 4 4McF ,� ,# Model Name 144803-VZW MT LO .Member Point Loads LBLC 21 :Antenna Wi 180 De-q)) tinuedf Mem lel Direction Mgnitude[Ib.k-f Location 0/+ 1 MPI B Mx -.008 1.92 19 MP1B x Q 6.92 20 M P 1 B z 27.4 4 - 21 MPI B Mx -.00$ .92 22 P1 C x F0 1.92 23 M P 1 C Z 22.Q27 1.92 24 MPIC Mx .92 25 mpic x 0 6. 2 26 M P'I C _ 22.027 6.92 27 MP1 C I Mx vQ14 6.92 28 MP2A x 0 1.9 29 MP2A Z 28.043 1.92 0 MP2A .O07 1.92 31 _MP2A X 0 6.92 32 MP2A z 28.043 6.92 33 MP2A Mx 6.92 34 MP2B x 0 1.92 35 MP2B Z 27.484 1.92 36 MP2B Mx -.008 1.92 37 MP2B x 0 6.92 MP2B z 27.484 6.92 39 MP2B Mx -.008 6.92 40 MP2C X 0 1.92 41 MP2C Z 22.027 1.92 42 MP2C Mx .014 1.92 43 MP2C x 0 6.92 44 MP2C Z 22,027 6.92 45 _ MP2C Mx _014 6.92 46 M P4A X Q _ 4.42 47 M P4A Z 32.305 4.42 48 MP4A Mx .006 4.42 49 MP4B x 0 4.42 50 MP4B Z 14.685 4,42 51 MP4B Mx 0 4.42 52 M P4C X 0 4.42 53 MP4C Z 19.083 4.42 54 MP4C Mx .008 4.42 55 MP1A x 0 4 56 M P 1 A Z 14,031 4 57 M P 1 A Mx -.002 4 58 MP1B x - 0 4 59 M P 1 B Z 13.757 4 60 M P 1 B Mx .003 4 61 MP1 C x 0 4 - 62 M P 1 C Z 11.081 4 63 M P I C Mx -.005 4 64 MP2A x 0 4 65 MP2A Z 13.937 4 6 MP2A Mx -.002 4 67 MP2B x 0 4 68 MP2B z 13.614 4 69 MP2B .003 4 _ 70 MP2C x 0 4 71 MP2C Z 10.456 4 72 MP2C Mx -.005 4 73 OVPMP x 0 2.5 74 OVPMP Z 29.221 2.5 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...I...I...I..AAnalysis1144803-VZW MT LO_H.r3d] Page 38 Company : Network Building+Consulting June 24,2022 IIIRISA Designer Rachel Huang, P.E. 5:40 PM Job Number Project#:10150854 Checked By: Madel Name 144803-VZW MT LO_H Member Paint Loads (BLC 21 :antenna Wi 180 Deg)) Continued Member Label Direation M ni dei Lo ion ft% OVPMP Mx .005 2.5 Member Point Loads (BLC 22 :Antenna Wi 210 ae Mem.Ur Label Direction k-ffl L a 1 MP3A -4.4.34 MP3A Z 7,68 4A 3 M P3A Mx .003 4.4 MP313 x -4.197 - 4.4 5 MP3B Z 7.269 4.4 6 MP3B Mx -.0+03 4.4 7 mpac x -5.297 4.4 8 MPC z 9.175 44 9 MP3C Mx I _003 4.4 10 MP1A X 1 -11.889 1.92 11 M P_1 A . Z 20.592 1.92 12 MPIA � Mx .013 2 13 MPIA. X -11.889 6.92 14 MP1A Z 20.592 _6_-92_ 15 MP1A Mx _013 6.92 16 MPIB x -11.506 1.92 17 MP1B Z 19.93 1.92 18 MPI B Mx -,013 1.92 19 MPI B x -11.506 6.92 20 MPI B Z 19.93 6.,92 21 MPIB Mx -.013 _ 6.92 22 MP1 C x -13.278 1.92 2L-I MP1 C Z 22.998 1.92 24 M P 1 C Mx .01 1.92 25 MP1 C X -13.278 6.92 26 M P 9 C Z 22.998 6.92 27 MP1 C Mx .01 6.92 28 ' MP2A x -11.889 1.92 29 MP2A Z 20.592 1.92 30 MP2A Mx .013 1.92 31 MP2A x -11.889 6.92 32 MP2A Z 20.592 6.92 33 1 MP2A Mx .013 6.92 34 MP2B x -11.506 9.92 35 MP2B Z 19.93 1.92 36 M.Ka Mx -.013 '1.92 37 MP2B X -11.506 6.92 38 MP-28 Z 19.93 6.92 39 MP2B Mx 7,0-1-3 i 6.92 40 _ MP2C x -13.278 1.92 411 MP2C Z 22.998 C 1.92 42 MP2C Mx .01 1. 2 43 MP2C X -13.278 6.92 44 MP2C Z 22.998 2 E 45 MP2C Mx .01 6.92 46 1 MP4A X -11.465 4.42 47-F M P4A Z 19.857 4.42 48 M P4A Mx .009 4.42 49 MP4B X -9.837 4.42 50 M P4B Z 17.038 4.42 51 M P4B Mx 0 4.42 2 M P4C x -14.518 4.42 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...I...1...\Analysis1144803-VZW MT_LO_H.r3d] Page 39 Company Network Building+Consulting June 24,2022 IIIRISA Designer ; Rachel Huang,P.E. 5:40 PM Job Number : Project#: 10150854 Checked By: e Model Name 144803-VZW MT_LO_H Member Point Loads (BLC 22 :Antenna Wi 210 De (Continued) Member Label D rec ion Ma nitude Ib k-ft Location f�% 53 MP4C Z 25.146 4.42 4 M P4C M .008 _ 4.42 55 MP1A x -5.97 4 _ MP1A Z 10.34 57 MP1A Mx -.005 4- 58 -5.782 59 MP1B Z 1.0.015 4 P1 B Mx .005 4 61 MP1 C X -6.651 4 2 P 11,52 4 63 MPIC M -.004 4- 64 M P2A x -5.734 4 65 M P2.A Z 9.932 4 66 M P2A Mx -.004 4 67 MP2B x -5.513 4 68 MP2B Z 9.549 4 69 -MP2B Mx 005 4 70 _ MP2C x -6.538 4 71 MP2C Z 11.325 4 72 MP2C M -.003 4 73 OVPMP x -13.068 2.5 74 OVPMP Z 22.634 2.5 75 1 OVPMP Mx .01 2,5 Member Point Loads, BLC 23 :Antenna Wi 240 De Member Label Dir don M finitude f lu-f l Lccati n N 1 MP3A x -5.809 4 2 MP3A Z 3-354 4.4 3 I MP3A Mx .003 4.4 4 MP3B x -5499 4.4 5 MP3B Z 3.29 4.4 6 MP3B Mx -.003 4.4 7 MP3C I X -10.541 4.4 8 MP3C Z 6.086 - 9 MP3C i Mx .000212 4.4 10 MP1A x -17-58 1.92 11 MP1A Z 10.15 1.92 12 MPIA Mx 14 1.92 13 MP1A x -17.58 6.92 1 MP1A Z 10.15 6.92 15 MP1A Mx .014 6.92 16 M P 1 B x -17.402 1.92 17 MPI B Z _ 10.047 1.92 18 MP1B M -.014 1.92 19 MP1 B x _ -17.402 6.92_ 20 M P 1 B Z 10.047 6.92 21 M P B Mx -.014 6.92 22 MP1 C x -25.197 1.92 ['23 M P 1 C Z 14.547 1.92 24 MP1 C Mx -000719 1.92 25 MP1 C x -25.197 6.92 26 M P 1 C Z 14.547 6.92 27 M P 1 C Mx .000719 6.92 8 MP2A x -17.58 1.92 29 M P2A Z 10.15 1.92 30 M P2A Mx .014 1.92 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...1...I...IAnalysis1144803-VZW MT_LO_H.r3d] Page 40 Company : Network Building+Consulting June 24,2022 IIIRISA Designer : Rachel Huang,P.E. 5:40 PM Job Number : Project#: 10150854 Checked By: -.� T="TA CGUMO Model Name : 144803-VZW MT LC_H Member Point Loads BLC 23 :Antenna Wi 240 De Continued Member Labeli -dion Ma n itudef lb,k-ft] ',l] 31 MPA X -17.58 6.92 32 MP2A z 10,15 33 MP2A Mx .014 0.92 MP2B -17,402 1.92 t35 MP2B Z 10.047 1.92 MP2B Mx -.014 1.92 7 MP2B X -17.402 6. 2 E39 2 M P2 B Mx -. 14 6.92 40 MP2C x -25,197 1.9 1 MP2Q Z 14.547 1.92 42 MP2C Mx .000719 _ 1.92 43 MP2C X -25.197 6.92 44 MP2C Z 14 547 6.92 45 MP2C Mx _000719 6.92 46 M P4A x -13.238 4.42 47 MP4A Z 7 43 4.42 48 M P4A _ Mx .008 4.4. 49 MP4B X -25.678 4.42 50 MP4B z 14.825 4,42 51 IV1P4B Mx 0 4.42 52 MP4C X -29.977 4.42 53 MP4C Z 17.307 4.42 54 MP4C Mx .000604 4.42 55 MP1A X -8.863 4 56 MP1A Z 5.117 4 57 MP'I A Mac -.005 4 58 MP1 B X -8.776 4 59 MP1 B Z 5.067 4 60 MP1 B Mx W00 4 61 MP1C j X -12.598 4 62 M I C z T273 4 63 MPI C Mx -.000254. 4 64 MP2A X -819 4 65 MP2A Z 4.728 4 66 MP2A Mx -.005 4 67 MP2B X -8.487 4 ] 6 MP2B Z 4,669 4 69 MP2B Mx .005 4 70 MP2C X -12.597 4 71 MP2C Z 7.273 4- 72 MP2C Mx _ -.000254 4 73 OVPMP X -20.455 2. 74 OVPMP Z 11.81 2.5 75 OVPMP Mx 12 2.5 Member Point Loads (BLC 24 :Antenna Wi 270 DegIl Member Label Dir ion ni de ib k-f _i�c n.�/qJ 1 MP3A X -7.197 4.4 2 MP3A Z 0 4.4 3 MP3A Mx .003 4.4 4 MP3B -7.545 4.4 5 MP3B Z 0 4.4 6 MP3B Mx -.003 4.4 7 I MP3C X -10.935 4.4 8 M P3C Z 0 4.4 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...I...I...I...I...I...IAnalysis1144803-VZW MT LO_H.rad] Page 41 Company : Network Building+Consulting June 24,2022 IIIRISA Designer : Rachel Huang,P.E. 5:40 PM o�Number Project#: 10150854 Checked By: Ah* tag C'cw�-_" Model Name 144803-VZW MT LO-H Member Point Loads (BLC 24 :Antenna Wi(270 De Continueof Member Label Direction Ma nitudeJlb,k-ftI Lo tion[ft 116 9 MPC Mx -,003 4.4 10 MPIA x -21,088 1.92 11 MP1A Z _ 0 1.92 I MP1A Mx -Q14 1.92 13 MP1A x -21.088 6.92 14 -MP1A z 0 6.92 1 MPIA Mx _014 6.92 16 MP -21.647 1.22 17 MPI B Z 0 1.92 . 18 MPI B Mx -.014 1,92 19 MP1 B x -21.647 6.92 20 MP1B Z 0 6.92 21 MP1 B Mx -.014 6.92 22 M P I C x -27.104 1.92 23 MP1 C Z 0 1.92 24 MP1 C -.009 1.92 25 _ M P 1 C x -27.104 6.92 26 MP1 C Z 0 6.92 27 MP1 C Mx -.009 6.92 28 MP2A X -21.088 1.92 29 MP2A Z Q 1.92 30 MP2A Mx 14 1-92- 31 MP2A X -21.088 6.92 32 MP2A z Q 6.92 33 MP2A Mx .014 6.92 34 MP2B x -21.64.7 1.92 35 MP2B Z 0 1.92 36 MP2B Mx -.014 1.92 37 MP2B x -21.647 6M 38 MP2B _ Z 0 6.92 39 MP2B Mx -.014 6.92 40 MP2C X -27.104 1.92 41 MP2C Z 0 1.92 Z MP2C Mx -.009 1.92 43 MP2C x -27,104 6.92 44 MP2C Z 0 6.92 45 MP2C Mx -.009 I 6.92 46 M P4A x -17.019 4.42 47 M P4A Z 0 4.42 48 MP4A Mx .008 4.42 49 MP4B x -34.639 4.42 50 MP4B Z 0 4.42 51 MP4B Mx 0 4.42 52 MP4C x -30.241 4.42 53 MP4C Z 0 4.42 54 MP4C Mx -.007 4.42 55 MP1A x -10.621 4 56 MP1A Z 0 4 57 MP1A Mx -.005 4 58 MP1 B x -10.895 4 59 MP1B Z 0 4 MP1 B Mx .005 61 MP1C x -13.571 4 62 MP1C Z Q _ 4 3 M P I C Mx .003 4 4 MP2A x -9.913 4 65 MP2A Z ~0 4 RISA-3D Version 17.0.4 [1...1...1...1...1...1...t...1...1...1...1...1...IAnalysis1144803-VZW MT LO_H.r3d] Page 42 Company : Network Building+Consulting June 24,2022 IIIRISA Designer Rachel Huang,P.E. 5:40 PM Job Number Project#: 10150854 Checked By: A ,*r5CKF-K t r;,,, Model Name 144803-VZW MT-LO_H Member Point Loads LBLC 24 :Antenna Wi(270 Deco)) (Continued) Member Latae lO irection M a n it ud e I k-f# Locat icn1 N -6-6- MP2A Mx -.005 4 MP2B x -10.237 4 68 MP2B Z 0 4 6-9 M 2B Mx .005 4 70 MP2C x -13.394 4 71 MP2C Z 0 4 72 MP2 .003 4 73 OVPMP x -24,19 2. 74 OVPMP z 0 2.5 75 OVPMP Mx .011 I 2.5 Member Point Loads (BLC 25 :antenna Wi(300 Deer)) Member Label Direction n' a Ib LocationM,%I 1 MP3A x -8.528 4.4 2 MPA Z -4.924 4.4 3 M P 3A Mx .003 4.4 4 MP3B x -6.94 - 4.4 5 MP3B Z -5.161 4.4 MP3B Mx -.003 4.4 7 MP3C x -7.033 4.4 MP3C Z -4.061 4.4 9 MP3C Mx -.003 4.4 10 MPI A x -21.957 1.92 11 MP1A Z -12.677 1.92 1 �MP1A Mx .012 1.92 3 M P 1 A x -21.957 6.92 4 MPIA Z -12.677 6.92 15 MP1A Mx .012 6.92 16 MPI B x -22.619 1.92 17 MP1 B Z -13.059 1.92 18 MP1B Mx -.011 1.92 19 MP1 B x -22.619 6.92 20 MP1 B Z -13.059 6.92 21 MPI B Mx -.011 6.92 22 MP1C x -19.551 1.92 23 M P I C Z -11.288 1.92 24 MP1 C Mx -.014 1.92 25 M P 1 C x -19.551 6.92 26 M 1 Z -11.288 6.92 27 MP I C Mx -_014 I 5.92 28 MP2A x -21.957 1.92 29 MP2A Z -12.677 I 1.92 -30 MP2A Mx .012 1.92 31 MP2A x -21.957 6.92 32 MP2A Z _ -12.677 6.92 33 MP2A Mx .012 6.92 34 MP2B x -22.619 1.92 35 MP2B Z -13.059 1.92 36 MP2B M -.011 1.92 37 MP2B x -22.619 6.92 38 MP2B Z -13.059 6.92 39- MP2B Mx -.011 6.92 40 MP2C x -19.551 1.92 41 MP2C Z -11.288 1.92 42 MP2C Mx -,014 1.92 43 MP2C x -19.551 6.92 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...I...I...I...IAnalysis1144803-VZW MT LO_H.r3d] Page 43 Company Network Building+Consulting June 24,2022 IIIRISA Designer = Rachel Huang, P.E. 5:40 PM .fob Number : Project#: 10150854 Checked By: Model Name 144803-VZW=MT LC_H Member Point Loads(BLC 25 :antenna Wi(300 De Continued Member Label Dicgcfion Ma nitude lb k-ft n ° P2C z -11.288 6.92 45 MP2C Mx 014 6.92 4 P -22.858 4.42 47 MP4A z -13-197 4.42 48 M P4A Mx .008 4.42 49 MP4B x -25.678 4.42 50 MP413 z -14.825 51 MP4B Mx 0 4.42 2 MP4C -17,57 4.42 53 MP4C Z -10.144 4,42 54 MP4C Mx -. 9 4.42 55 MP1A -11.0094 MPIA Z -6,M6 4 57 MP1A Mx -.004 4 58 MP1 B x -11.334 4 F59 M P 1 B Z -6.544 4 0 MP1 B Mx _004 4 61 M P 1 C X -9.829 4 62 M P 1 C Z -5.675 4 63 MP1C Mx 5 4 4 MP2A x -10,722 4 65 M P2A Z -6.191 4 66 M P2A Mx - 4 67 MP2B x -11.106 4 68 MP2B Z -6.412 4 69 MP2B Mx .004 4 70 M P2C F X -9.33 4 71 M P2C Z -5.387 4 72 M P2C Mx .005 4 73 OVPMP _ X -23.621 2.5 74 QVPMP Z -13.638 2.5 75 CVPMP Mx .609 2.5 Member Point Loads (BLC 26 :antenna Wi330 De ---- Member Label .r - Lgg io 1 M P 3A x -6.004 4.4 2 MP3Ai�_. Z -10.4 4.4 3 MP3A Mx .001 4.4 4 MP3B X -6.068_ 4. 5 MP3B Z -10.51 4.4 6 MP3B Mx -.000529 4,4 7 MP3C X -3.272 I 4.4 MP3C Z -5.668 4.4 9 MP3C Mx -003 4.4 10 MP1A x -14.416 1.92 11 M P 1 Z -24.969 1.92 12 MP1A _ Mx .004 192 4154 MP1A X -14.416 .92 MP1A Z -24. 6 6.92 -MP1A Mx .004 6.92 16 MP1B X -14.518 1.92 17 MP1 B Z -25A46 1.92 8 MPI B Mx -.002 1.92 1.9 MP1B x -14.518 6.92 MP 1 B Z -25,146 6.92 21 MPI B Mx -,002 6.92 1 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...1...1...IAnalysis1144803-VZW MT LC_H.r3d] Page 44 Company Network Building+Consulting June 24,2022 Designer Rachel Huang,P.E. 5:40 PM IIIRISAJob Number Project#: 10150854 Checked By: Model Nairne 144803-VZW MT LO-H Member Point Loads (BLC 26 :Antenna Wi 330 De Continued Member Label Direction Ma n itud l l -ft Lcca is n ft% MP1 x -10,018 1.92 2 MP1C z -17.352 1.92 24 MP PIC Mx -.014 1,92 25 MP1C x -10.018 6.92 26 M -17.352 2 27 MP1C Mx -_Q_ .92 MP2A -14.41 1.22 29 MP2A Z -24.969 1.92 30 MP2A M .004 1-92 31 MP2A X -14.416 6.92 2 MP2A Z -24.969 2 33 MP2A Mx .004 6.92 3 MP2B x -14.518 1,97- 35 MP2B Z -25.146 1.92 3 MP2B Mx - 2 1.92 37 MP2B x -14.518 6.92 3 MP2B Z -25.146 6.9. 39 MP2B Mx -.002 6.92 40 MP2C X -10.018 1.92 41 MP2C Z -17.352 1.92 42 MP2C Mx -.014 1,92 43 MP2C x -10.018 6.92 44 MP2C Z -17.352 2 45 MP2C Mx -.014 6.92 MP4A x -17.019 4,42 47 MP4A Z -29.477 4.42 48 MP4A Mx .003 4.42 49 MP4B x -9.837 4.42 50 MP4B Z -17.038 4.42 51 MP4B Mx 0 4.42 52 MP4C x -7.355 4.42 53 _ MP4C Z -12.738 4.42 54 MP4C Mx {-.007 4.42 55 MP1A I x -7.209 4 56 MP1 A Z -12.486 4 57 MP1A Mx -.001 4 58 MP1 B x -7.259 4 59 M P 1 B I Z -12.573 4 60 M P 1 B Mx .000633 4 61 MPI C x -5.053 4 62 M P 1 C Z -8.751 63 MP1 C Mx .005 4 4 MP2A x -7.197 _ 4 65 MP2-A Z -12.465 �� 4 66 MP2A Mx -.001 4 67 MP2B x -7.256 4 68 MP2B Z -12. 4 69 MP2B Mx .000632 4 70 P x -4-652 4 71 MP2C Z -8.058 4 72 MP2C Mx 4 73_ OVPMP X -14.896 2.5 74 OVPMP Z -25.8 2.5 75 aV MP Mx .003 2.5 Member Point Loads BLC 27:Antenna Wm 0 De RISA-3D Version 17.0.4 [I...I...I...I...I...1...I...I...I...I...1...I...IAnalysis1144803-VZW MT_LQ_H.r3d] Page 45 Company Network Building+Consulting June 24,2022 IIIRISA Designer = Rachel Huang, P.E. 5:40 PM .fob Number Project#: 10150854 Checked By: Model Name 144803-VZW MT L4 H Member Point Loads (8LC 27:Antenna Wm (0 Deco)) (Continued) Member Label Dir c ion a n tulle lb k-fk qc i n t/6 MP3A X 0 4.4 2 MP3A Z -3,403 4.4 3 MPA Mx -.000582 4.4 4 MP3B X 0 4.4 5 MP3B Z -3.29 4.4 6 MEM Mx 00 4,4 7 MP3C X Q 4A MEX Z -2.188 4. 9 MPC Mx -,000966 4.4 1MPIA x 0 1.92 11 MP1A Z -9.172 1.92 12 MP1A M -.002 13 MP1A X 0 6.92 14 -MP1A Z -9.172 6.92 15 MP1A Mx -.002 6.92 16 MP1 B X 0 1.92 17 MPI B Z -8.973 1.92 18 MP1 B M .003 1.92 19 MP1B I X 0 6.92 20 MP1 B Z -8.973 .92 21 MP1B Mx .003 6.92 22 MP1 C X 0 1,92 23 M P 1 C Z -7.027 1.92 24 MP1 C Mx -.004 1.92 25 -- MP1 C X 0 ! 6.92 26 M P 1 C Z -7.027 6.92 27 M P 1 C Mx -.004 1 6192 28 MP2A X 0 1.92 29 MP2A z -9.172 1.92 30 MP2A Mx -.002 1.92 31 MP2A X 0 6.92 32 MP2A Z -9.172 6.92 33 MP2A Mx -.002 6.92 34 MP2B X 0 1.92 35 MP2B Z -8.973 1.92 36 MP2B Mx .003 1.92 37 MP2B X 0 6.92 8 MP2B Z -8.973 6.92 9 MP2B Mx .00-3 6.92 40 MP2C X 0 1.92 41 MP2C Z -7.027 1.92 42 MP2C Mx -.004 1.92. 43 MP2C X 0 6.92 44 MP2C Z -7.027 6.92 A5- MP2C Mx -.004 , 6.92 46 MP4A X 0 4.42 47 MP4A Z -10.32 I 4.42 48 MP4A M -.09 4.42 49 MP4B X 0 4.42 50 MP4B z -4.35 4.42 51 MP4B Mx 0 4.42 52 MP4C X 0 4.42- 53 MP4C Z -5.84 4.42 4 MP4C Mx -.003 4.42 55 MP1A X 0 4 56 MP1A Z -4.249 4 -571- MP1A Mx .000727 4 RISA-3D Version 17.0.4 ...1...1...I...1...IAnalysis1144803-VZW MT LO H.r3dj Page 46 Company Network Building+Consulting June 24,2022 Designer Rachel Huang,P.E. 5:40 PM IIIRISA Jots Number Project#: 10150854 Checked By: %,PAC, �Fi(COUPARV Model Name 144803-VZW MT_LC_H Member Point Loads BLC 27:Antenna Wm 0!fie Continued im Member Labe Direction lie n tude[lb k-tt] Locafi n f% MP1B 59 M P 1 B z -4.159 _ 4 60 P1B Mx -,009872 4 1 MP1 C x 0 4 62 M P 1 C Z -32-78 4 63 MP1 C llrllx .001 E4 MP2A x0 4 65 MP2A Z -4,218 4 66 MP2A Mx .000721 4 L67 MP2Bx 0 4 L8 MP2B z -4.112 69 MP2B Mx -.000869 4 MP2C x 0 4 71 MP2C Z -3.071 4 2 MP2C Mx .001 4 a73 OVPMP x 0 2.5 7 OVPMP Z -9.332 2.5 75 OVPMP Mx -.002 2.5 .Member Point Loads (BLC 28 :Antenna Wm 00 Be M mber L.abeI Direction ni ude lb k-f# ion !/a 1 M P3A X 1.271 4.4 2 M P3A Z -2.201 4.4 3 M P3A Mx -.000974 4.4 4 MP3B X 1.194 4.4 5 MP3B Z -2.067 4.4 6 MP3B Mx ,000978 4.4 7 MP3C x 1.551 4.4 8 MP3C z --2.687 4.4 9 MP_3C Mx -.000822 4.4 10 MP1A x 3.826 1.92 11 MP1A z -6.626 1.92 12 MP1A Mx -.004 1.92 13 MP1A x 3.826 6.92 14 MP1A _ Z -6.626 6.92 15 MP1A Mx -.004 6.92 16 M P 1 B X 3.689 9.92 17 M P 1 B Z -6.39 1.92 18 MP1 B Mx .004 1.92 19 MP1 B x 3.689 6.92 20 MP1 B Z -6.39 6.92 21 MP1B Mx .004 6.92 22 M P 1 C x 4.321 1.92 23 M P 1 C Z -7.484 1.92 24 M P 1 C Mx -.o03 1.92 25 M P 1 C x 4.321 N 6.92 26 MP1 C Z -7.484 6.92 27 M P 1 C Mx -_003 6.92 2 MP2A x 3.826 1.92 2 MP2A Z -6.626 1.92 30 MP2A Mx -.004 1.92 31 MP2A X 3.826 6.92 32 MP2A Z -6.626 6.92 33 MP2A Mx -.004 6.92 34 MP2B X 3.689 1. 2 35 MP2B Z -6.39 1.92 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...I...1...\Analysis1144803-VZW MT_LO_H.r3d] Page 47 Company = Network Building+Consulting June 24,2022 IIIRISA Designer Rachel Huang, P.E. 5:40 PM Job dumber Project#: 10150854 Checked By: .:..,; .01. ... Model blame : 144803-VZVI!MT LO H Member Point Loads (BLC 28 :Antenna Wm De Continued Member Label Direction Nla nitude lb k-f Location °! 36 MP2B M .004 1.92 37 MP2B X 3.689 6.92 38 MP2B z -6.39 MP2B Mx 04 6.92 40 MP2C X 4.321 1-92 41 MP2C Z -7.484 1.92 42 MP2C Mx -,Q03 1.92 MP2C X 4.321 6.92 44 MP2C Z 4 6.92 45 MP2CJlx -.003 6.92 6 MP4A x .572 4.42 47 MP4A Z -6.186 4.42 48 MP4A Mx -.003 4.42 49 MP4B X 3.02 4.42 50 M P4 Z -5,231 4.42 51 MP4B Mx 0 4.42 52 MP4C X 4.606 4.42 53 MP4C Z -7.978 4.42 54 MP4C Mx -.002 4_.42 5-5 MP1A X 1.78 4 6 MPIA Z -3,084 4 7 MP1A Mx .001 4 58 MP113 X 1.719 4 59 M P 1 B Z -2.977 4 0 MP1 B Mx - 4 61 M P 1 C X 2.005 4 62 M P 1 C Z -3.472 4 63 MP1 C Mx .001 4 _64 L MP2A X 1.702 4 65 MP2A Z -2.948 4 6-6 MP2A Mx .001 4 67 MP2B X 1.629 4 68 MP2B Z -2.822 4 69 MP2B Mx -.001 4 70 MP2C X 1.967 4 71 MP2C Z -3.407 4 72 MP2C M .001 4 73 OVPM P X 4.131 2.5 7 _ VPMP Z -7.156 2.5 75 OVPMP Mx -.003 2.5 Member Point Loads (BL.0 29 :Antenna Wm (80 Deg)) M m Label Direction magp-dudc"LL-ffl Location t Yq 1 MP3A X 1.593 4.4 2 MP3A Z -.92 4.4 3 MP3A Mx -.000906 4.4 4 MP3B X 1.557 4A 5 MP3B Z -.899 4A 6 MP3B Mx .000896 4.4 7 MP3C -- X 3.131 4.4 8 MP3C Z -1.807 I 4.4 9 MP3C Mx -6.3e-5 4.4 10 MP1A X 5.553 1.92 11 M P 1 A Z -3.206 1.92 12 M P 1 A Mx -.004 1.92 13 MP1A X 5.553 6.92 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...I...I...1...lAnalysis1144803-VZW MT LO_H.r3d] Page 48 Company Network Building+Consulting June 24,2022 Designer Rachel Huang,P.E. 5:40 PM IIIRISAJob Number Project#: 10150854 Checked By: Model Name 144803-VZW MT LO-H Member Point Loads LBLC 29 :Antenna Wm fi0 De Continued Member Label Direction Magnitudel'IbA-ftl OcalionffiN 14 M P 1 AT Z -3,206 2 15 MPIA Mx -.004 6.92 16 MPI B X 5.489 1.92 17 MP1 B Z -3.169 1.92 1.8 MP1B Mx 04 1.9 19 MP1 B x 5.489 6.92 , 20 MPI B Z -3-159 21 M P 1 B Mx .004 _92 22 mpic X 23 MP1 C Z -4.773 1.92 24 M -.OOQ236 1.92 25 MP1 C X 8.268 6.92 26 M P 1 C Z _ 6.92 27 MP1 C Mx -.000236 6.92 28 MP2A X 1.92 29 MP2A Z -3.206 1.92 _30 MP2A Mx -.004 1.92 31 MP2A X 5.553 6.92 32 MP2A Z -3.206_ 6.92 33 MP2A Mx -.004 6.92 34 MP2B X 5,489 1.92 35 MP2B Z -3.169 1.92 36 2B Mx M4 1.92 37 MP2B X 5.489 6.92 38 MP2B Z -3.169 6.92 39 MP2B Mx .004 6.92 40 MP2C X 8.268 1.92 41 MP2C Z -4.773 1.92 42 MP2C Mx -.000236 1.92 43 MP2C X 8.268 6.92 44 MP2C Z -4.773 6.92 45 MP2C Mx -.000236 6.92 46 MP4A x 3.944 4.42 47 MP4A Z -2.277 4.42 48 MP4A Mx -.002 4.42 49 MP4B X 8.159 4.42 50 MP4B Z -4.71 4.42 51 MP4B Mx 0 4.42 52 MP4C X 9.615 4.42 53 M P4C Z -5.551 4.42 54 MP4C Mx -.000194 4.42 55 M P 1 A X 2.597 4 56 MPIA Z -1.5 4 57 M P 1 A Mx Mi 1 4 58 MP1 B X 2.569 4 59 MP1 B Z -1.483 4 60 MP1 B Mx -.001 4 61 MPIC X 3,827 4 62 MP1C Z - -2.21 4 163 M P 1 C Mx 7.7e-5 4 4 MP2A 2. 74 4 65 MP2A Z -1.371 4 6 MP2A Mx .001 _ 4 67 MP2B x 2.34 4 68 MP2B Z -1-351 4 69 MP2B Mx -Mi 4 70 MP2C x 3.827 4 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...1...1...1Analysis1144803-VZW MT_LC_H.r3d] Page 49 Company Network Building+Consulting June 24,2022 Designer Rachel Huang,P.E. 5:40 PM IIIRISAJob Number Project#: 10150854 Checked By: �F,4Er b4-VA'+a.,A*,: Model Name : 144803-VZW MT LO_H Member Point Loads(BLC 29 :antenna Wm De-q)) Continued Member Label Direction Ma nitude�l5.k_ff� Locaticn tt y 71 MP2C Z -2.209 4 72 MP2C Mx 7.7e-5 4 73 QVPMP X 6.401. 2.5 4 OVPMP z -3.696 2.5 75 i QVPMP Mx -.004 2,5 Member Point Loads LBLC 30 :Antenna Wm 90 De M r, rI Directi n a nit a Ibk- 1 MP3A X 1.999 4.4 2 MP3A Z 0 4.4 3 MP3A Mx -.000939 4.4 4 M P B x 2.112 4.4 5 MP3B Z 0 4.4 Mx 57 4.4 7 MP3C X 3.213 4.4 8 MP3C Z 0 4.4 9 MP3C Mx .000754 4.4 10 M P 1 X 6.693 1.92 11 MP1A Z 0 1.92 12 MP1A Mx -. 04 1.92 1 MP1A X 6.693 6.92 14 MP1A Z 0 6.92 15 MP1A Mx _ -,004 6.92 16 MP1 B X 6.892 1.92 17 MP1B z 0 1.92 18 MPI B Mx .004 1.92 19 M P 1 B X 6.892 6.92 20 M P 1 B Z 0 6.92 21 MPI B Mx .004 6.92 22 mpic X 8.837 1.92 23 MP1 C Z 0 1.92 24 MP1 C _ Mx .003 1.92 25 M P 1 C I X 8.837 6.92 26 MP1C Z 0 6.92 27 M P 1 C Mx .003 6.92 28 MP2A X _ 6.693 1.92 291 MP2A Z 0 1.92 30 _ MP2A Mx -.004 1.92 31 MP2A x 6.693 6.92 32 MP2A z 0 6.92 33 MP2A Mx -.004 6.92 34 MP2B X 6.892 1.92 35 MP2B Z 0 1.92 36 MP2B Mx .004 1.92 37 MP2B x 6.892 6.92 38 MP2B Z 0 6.92 _39 MP2B Mx .004 6.92 40 1 MP2C _ X 8.837 1.92 41 MP2C Z 0 1.92 42 MP2C Mx .003 1.92 43 MP2C X 8.837 6.92 44 MP2C Z 0 6.92 45 MP2C Mx .003 6.92 46 NA X 5.141 4.42 47 M P4A Z 0 4.42 48 MP4A Mx -.002 4.42 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...I...I...IAnalysis1144803-VZW MT LQ_H.r3dj Page 50 Company : Network Building+Consulting June 24,2022 Designer Rachel Huang,P.E. 5:40 PM ,fob Number Project#: 10150854 Checked By: Model Nage 144803-VZllll MT L4_H Member Point Loads (BLC 30 :Antenna Wm L90 DeUll Continued) Member Label Direction Ma n itude Ibk- Location-ft N 49 M P4B x 11.111 4.42 50 MP4B z 0 4.42 1 M P4B Mx 0 4.42 52 M P4C x 9.621 4.42 53 M P4C Z 0 4.42 4 MP4C M 4,42 55 MP1A X .927 4 MP1A Z 0 4 57 MP1A Mx .001 4 -58 MP1 B x 3.217 4 59 MP1 B Z 4 60 MP1 B Mx -.001 4 61 MP1C x 4.098 4 62 MP1C Z 0 4 63 M P 1 C Mx -.000962 4 4 M P2A x 2.892 4 65 M P2A I Z 0 4 66 M P2A Mx .001 4 67 M P2 B x 2.998 4 8 � MP2B Z 0 4 9 MP2B I Mx -_001 4 70 MP2C X 4.039 4 71 M P2C Z 0 4 72 M P2C Mx -.0009 8 4 73 OVPMP x 7.589 2.5 74 OVP M P Z 0 2.5 75 OVPMP Mx -.004 2.5 Member Point Loads (BLC 31 :Antenna Wm (120 Deg)) Member Label Direction (Ills nit�yd lb.k-ft) Location 0 1 MP3A x 2.477 4,4 2 MP3A Z 1.43- 4.4 3 MP3A Mx -.000919 4.4 4 MP3B x 2.61 4.4 5 MP3B Z 1.507 4,4 6 MP3B Mx .000864 4.4 7 MP3C x 1.991 4.4 MP3C Z 1.149 4.4 9 MP3C Mx .000975 4.4 10 MP1A x 7-113 1.92 11 M P 1 A Z 4.107 1.92 12 MP1A Mx -.004 1.92 13 MP1A x 7.113 6.92 14 MP1A Z 4.107 6.92 15 MP1A Mx -.004 6.92 6 M P 1 B x 7.349 1.92 17 MP1 B Z 4.243 1.92 18 MP1 B Mx .003 1.92 19 MP 1 B x 7.349 6.92 20 MP 1 B Z 4.243 6.92 21 M P 1 B I Mx .003 6.92 22 MP1 C x 6.255 1-92 23 MP1C Z _ 3.611 1.92 24 M P 1 C Mx .004 1.92 25 M P 1 C x 6.255 6.92 26 M 1 C Z 3.611 6.92 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...1...I...IAnalysis1144803-VZW MT_LO_H.r3d] Page 51 Company : Network Building+Consulting June 24,2022 Designer : Rachel Huang,P.E. 5:40 PM Job Number : Project#: 10150854 Checked By: rIIIIRIS ,. Model Narne : 144803-VZW MT LC_H .Member Point Loads (BLC 31 :Antenna Wm (120 Deco)) (Continued) Member Leel [direction Magnitudef lb.k-ftl Location f 27 MPIC Mx .004 6.92 MP2A X 7.113 1.92 29 MP2A Z 4.107 1.92 30 MP26 M -.004 1,92 31 MP2A X 7.113 6.92 2 MP2A - 4.107 6.92 3 MP2A M -.004 6.92 34 MP2B x T3491.92 35 MP2B Z 4.243 1.92 6 M P2 B M 1.92 37 M P2 B x 7.349 I 6.92 38 MP2B Z 4.243 ,,_ 6.92 39 MP2B MIX .003 6.92 40 MP2C X 6.255 i 1.92 41 MP2C Z 3.611 1.92 42 MP2C Mx 1004 1.92 43 MP2C X 6.255 6.92 44 MP2C Z 1611 6.92 45 MP2C Mx .004 6.92 46- MP4A X 03 4.42 47 MP4A Z 4.159 _ 4.42 48 MP4A Mx -_0 4.42 49 MP4B X 8.159 4.42 50 MP4B Z 4.71 4.42 51 MP4B Mx 0 4.42 52 MP4C x 5.411 4.42 53 MP4C Z 3.124 4.42 54 MP4C Mx .003 _ 4.42 55 I MPIA X 3.304 4 56 MPIA Z _ 1.908 4 57 MPIA Mx .001 4 58 MP1B x 3.411 4 59 MP1 B Z 1.969 4 60 MP1B Mx -.001 4 61 MPIC x 2.916 4 62 M P I C z 1.683 4 63 MPIC Mx -.001 4 1 64 MP2A x 3.209 4 65 MP2A Z 1,853 4 66 MP2A Mx .001 4 67 MP2B X 3.335 4 68 MP2B Z 1,926 4 69 MP2B Mx -.001 4 70 MP2C x 2.75 4 71 MP2C Z 1.58 4 72 MP2C Mx -.001 4 73 OVPMP X 7.498 2.5 4 VPMP Z 4.329 75 OVPMP Mx-- -.003 2.5 Member Point Loads (BLC 32 :Antenna Wry (15 Dec)) mb;r Label DiLegfion Ma _de hk-fit J I MP3A x 1.781 4. MP3A Z 4.4 3 MP3A Mx -.000309 4.4 4 MP3B X 1.802 4.4 RISA-3D Version 17.0.4 1...1...1...1...1...1...1...1...1...I...I...IAnalysis1144803-VZW MT LO_H.r3d] Page 52 Company : Network Building+Consulting June 24,2022 Designer Rachel Huang,P.E. 5:40 PM IIIRISAJob Number Project#: 10150854 Checked By: Model Name 144803-VZW MT LO H Member Point Loads (BLC 32 :Antenna Wm 750 De Continued Member Label it a�cn a nitude l k-fi i n ft 1 5 M 3B Z T 3.12 4.4 MP3B Mx .000157 7 M P3C x .893 4.4 MP3Q Z 1.547 9 MP3C Mx .0008.93 4.4 10 MP1A x J 4,727 1.92 1 MP1A Z _ 8.187 1.92 12 MP1A Mx -.001 1.9 13 M P I A x 4.727 6.92 14 MP1A Z 8.187 0,92 _ MP1A Mx -'001 6,92 16 MPIB x 4.763 1.92 17 MP1B Z 8.2 1,92 18 MPI B Mx .000588 1.92 19 MP1 B x 4.763 6,92 20 M P 1 B z 8.25 6.92 21 MPIB Mx .000588 6.92 22 MP1 C x 3.159 1.92 23 M P 1 C Z 5.472 1,92 24 MP1C .004 1.92 25 M P 1 C X 3,159 6.92 26 M P I C z 5.472 6.92 27 MP1 C Mx .004 6.92 28 MP2A x 4.727 1.92 29 MP2A Z 8.187 1.92 30 MP2A Mx -.001 1.92 31 MP2A X 4.727 6.92 32 MP2A Z 8,187 6.92 3-3 MP2-A Mx -.001 6.92 4 MP2B x 4.783 1.92 35 MP2B Z 8.25 1_.92 3 MP2B Mx .000588 1.92 37 MP2B X 4.763 6.92 38 MP2B Z 825 6.92 39 MP2B Mx .000588 6.92 40 MP2-C x 3.1 1,92 41 MP2C Z 5.472 1.92 42 MP2C Mx 04 1.92 43 MP2C x 3.159 6.92 4 MPC Z 5.472 6.92 4 MP2C Mx .004 6.92 46 MP4A X 5.454 3 4.42 47 MP4A Z 9.446 4.42 48 MP4A Mx -.000947 4.42 MP4B X 3.02 4.42 50 MP4B Z 5.231 4.42 51 MP4B Mx 0 4.42 2 MP4C X 2.179 4.42 53 MP4C Z 3.774 4.42 54 MP4C Mx .002 4,42 55 MP1A x_ 2.188 4 6 MP1A Z 3.79 4 57 MP1A Mx 00038 4 58 MPI B x 2.205 4 59 MPIB Z 3.819 4 60 MPI B Mx -.000192 4 61 M PI C x 1.478 4 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...I...I...IAnafysis1144803-VZW MT_LQ_H.r3d] Page 53 Company Network Building+Consulting June 24,2022 IIIRISA Designer Rachel Huang, P.E. 5:40 PM ,fob Number Project#: 10150854 Checked By: Model4arne 144803-VZW MT L4 H Member Point Loads(BLC 32 :Antenna Wm 150 De Continued Member Label C're tion Ma nitud l k-ft Location ft i° MPIQ Z 2-561 4 63 MPIG 01 4 64 P .1 84 4 65 MP2A Z 3.783 4 66 - MP2A Mx .000379 67 MP2B X 2.204 4 ,--68 MP2B z 3.817 69 MP2B -.000192 4 MP2G x 1.346 71 MP2C Z 2.331 4 MP2 -.001 4 73 QVPMP 4.765 2.5 7 4V MP 8.253 -215 75 M OVPMP M -.000827 2.5 Member Point Loads LBLC 33 :Antenna Wm (180 Dea)) mb r Lahel Direction Ma nitude Ib k-fit LooMIQOM 1 MP3A X 0 4.4 2 MP3A Z 3.403 4.4 3 MP3A Mx .000582 4.4 4 MP3B X 0 4.4 5 MP3B Z 3.29 4.4 6 MP3B -.0.00695 4.4 7 MP3C X 0 4.4 8 MP3C Z 2.188 4 9 MP3C Mx _000966 4.4 10 MP1A x 0 - 1.92 11 I MPIA Z 9.172 1.92 12 MP1A Mx .002 1.92 13 MPIA X 0 6.92 14 MP1A Z 9.172 6.92 15 MPIA Mx .002 6.92 16 MP1 B X 0 1.92 17 MP1 B Z 8.973 1.92 18 MP1 B Mx -.003 1.92 19 MP1 B X 0 6.92 20 MP1 B Z 8,973 6.92 21 MP1 B Mx -.003 6.92 22 M P 1 G X 0 1.92 23 MPI C Z 7.027 1.92 24 MP1 G Mx .004 1.92 25 MP1C X 0 6.92 26 MP1 G Z 7.027 6.92 27 MPI C Mx .004 6.92 28 MP2A X 0 1.92 29 MP2A Z 9.172 1.92 30 MP2A Mx .002 1.92 31 MP2A X 0 6.92 9.172 6.92 2 MP2A Z 33 MP2A Mx .002 6.92 �I 135 MP2B X 0 1.92 MP2B Z 8.973 1..92 MP2B Mx -.003_ _ 1.92 37 MP2B X 0 6-92 38 MP2B Z 8.973 6.92 39 MP2B Mx -.003 1 6.92 RISA73D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...1...1...\Analysis1144803-VZW MT LG-H.r3d] Page 54 Company Network Building+Consulting June 24,2022 IIRISA Designer Rachel Huang, P.E. 5:40 PM Job Number Project#: 10150854 Checked By: Model Name 144803-VZW MT LO H Member Point Loads (BLC 33 :Antenna Wm (180 Deg)) (Continued) Member Label Direction Ma-qnitude[lb.k-ftl Loc tion ft 41 MP2Q z 7.027 42 MP2C Mx .004 1.92 43 MP2Q x 0 6.92 4 MP2Q z 7.027 6.92 45 P2C Mx .004 6.92 46 P4A 47 MP4A z 10.32 4.42 48 MP4A Mx .002 4.4 49 MP46 x 0 4.42 50 4 51 MP46 Mx 0 4.42 52 MP4Q x 0 _ 4,42 53 MP4C z 5.84 4.42 4 MP4 4.42 55 MP1A x 0 4 56 MP1A Z 4,249 4 57 MP1A Mx -.000727 4 a6l MP1 B X MP1B Z 4.159 4 MP1B Mx .0 4 MP1C X 0 4 MP1C z 3.2784 63 MP1 C Mx -.001 4 4 MP2A 4 65 MP2A Z 4.218 4 MP2A -_000721 67 MP2B 0 4 MP2B Z .112 4 69 MP26 Mx_ .000869 4 7 MP2C X 0 4 71 MP2C Z 3.071 72 MP2C Mx -.001 4 73 OVPMP X 0 2.5 7 OVPMP Z 9.332 2.5 75 OVPMP Mx .002 2. Member Point Loads (BLC 34 :Antenna Wm (210 Deg)) Member Label Direction Ma ni e I Locationfft.%l 1 _ MP3A X -1.271 4.4 MP3A Z 2.201 4A 3 MP3A Mx .000974 4.4 MP3B x -1.194 4.4 MP3B Z 2.067 4.4 6 MP3B Mx -,000978 4.4 7 MP3C X -1.551 4.4 8 MP3C _ Z 2.687 4 9 MP3C Mx .000822 4.4 10 MP1A X -3.826 1.92 11 MP1A Z 6.626 1.92 12 MP1A Mx .004 1.92 13 _ MP1A X -3.826 6.92 4 MP1A Z 6.626 6.92 1 MP1A Mx 04 6.92 MPIB X -3-689 1. 2 17 MP1B Z 6.39 1.92 RISA-3D Version 17.0.4 [\...\...\...\...\...\...\...\...\...\...\...\...\Analysis\144803-VZW MT_LO_H.r3d] Page 55 Company Network Building+Consulting June 24,2022 IIRISA Designer Rachel Huang, P.E. 5:40 PM Job Number Project#: 10150854 Checked By: Model Name 144803-VZW_MT_LO_H Member Point Loads (BLC 34 :Antenna Wm (210 Deg)) (Continued) Member Label Direction M ni d Loca ion °/ 1 P1 B Mx _ 1.92 19 M 1B 20 MP1B z 6.39 6.92 21 P 1 B Mx -004 _ 6.92 22 MPI C x 4-321 1.92 23 MP1 C z 7.484 1.92 24 mpic Mx .003 1.92 25 MP 1 C X -4.321 6,92 27 MP1C M 003 6.92 28 P 1,92 29 MP2A Z 6.626 1.92 30 MP2A Mx M4 1.92 1 MP2A x -3.826 6.92 2 MP2A z 6.6262 33 MP2A M .004 6.92 34 MP2B 1.92 5 MP2B _ Z 6.39 1.92 6 MP26 Mx -.004 1.92 7 MP2B x -3.689 6.92 38 MP2B z 6.39 6.92 9 MP21B _ M -.004 6.92 40 MP2C x -4.321 1.92 41 MP2C _ Z 7.484 1.92 42 MP2Q Mx .003 1.92 43 MP2C X -4.321 6.92 44 MP2C z 7.484 6.92 45 MP2C Mx .003 6.92 6 MP4A x -3.572 4.42 47 MP4A Z 6.186 4.42 48 MP4A _ Mx .003 4.42 49 MP4B X -3.02 4.42 50 MP4B Z 5.231 4.42 51 MP4B Mx 0 4.42 52 MP4 -4.606 4.42 53 MP4C Z 7.978 4.42 54 M 4C Mx .002 4.4 55 MP1 A X -1.78 4 56 MP1A z 3.084 4 57 MP 1 A Mx -.001 4 $ MPI B x -1.719 4 59 MP1 B Z 2.977 4 60 MP1 B Mx .001 4 61 MPIC X -2.005 4 62 MP 1 C z_ 3.472 4 3 MP1 C Mx -.001 4 4 MP2A X -1-702 65 MP2A Z 2.94 4 . 66 MP26 Mx -.001 4 67 MP26 X -1.629 4 68 MP2B Z 2.822 69 MP2B Mx .001 4 70 MP2C X -1.967 71 MP2C Z 3.407 4 72 MP2C Mx -_001 4 73 OVPMP X -4.131 2.5 74 OVPMP Z 7.156 2.5 RISA-3D Version 17.0.4 [\...\...\...\...\...\...\...\...\...\..A...\...\Analysis\144803-VZW MT_LO_H.r3d] Page 56 Company Network Building+Consulting June 24,2022 IIRISA Designer : Rachel Huang, P.E. 5:40 PM Job Number Project#: 10150854 Checked By: Model Name 144803-VZW MT LO H Member Point Loads (BLC 34 :Antenna Wm (210 Deg)) (Continued) Member L bel Direction Magnitudeob.k-ft] Location ft 75 1 OVPMP Mx 1 .003 I 2.5 Member Point Loads (BLC 35 :Antenna Wm (240 Deg)) Mgmber Label Direction Magnitudellb.k-ftl Locationrft.%l 1 MP3A x -1-593 4A 3 4 MP31B X 4.4 MP313 Z .899 4.4 6 MP3B Mx n000896 4.4 7 MP3Q X -3-131 4.4 4 9 MPC Mx 6.3e-5 4.4 10 MP1A x -5-553 1.92 11 MPIA Z 3.206 1.92 12 MP1A Mx .004 1.92 13 MP1A X -5.553 6.92 14 MP1A Z 3.206 6.92 15 MPIA Mx .004 6.92 16 MP1B X -5.489 1. 2 17 MPI B Z 3.169 1.92 18 MP16 Mx -.004 1.92 19 MP1 B X -5.489 6.92 20 MP1 B Z 3.169 6.92 21 MP1 B Mx -.004 6.92 22 MP X -8.2058 1.92 23 MPI C Z 4.773 1.92 4 mpic Mx .000236 1.92 25 MPI C X -8.268 6.92 26 mpic Z 4.773 6.92 _ 27 MP1 C Mx .000236 6.92 28 MP2A X -5,553 1.92 29 MP2A Z 3.206 1.92 30 MP2A Mx 4 1.92 31 MP2A X -5.553 6.92 32 MP2A Z _ 6.92 33 MP2A Mx .004 6.92 4 MP2B -5.489 1,92 35 MP2B Z 3.169 1.92 36 MP2B Mx 1.92 37 MP26 X -5,489 6.92 38 MP2B z 3,169 39 MP2B Mx -.004 6.92 40 M P2C X -8.268 1.92 41 M P2C Z 4,773 1.92 42 MP2 x 1.92 43 MP2C X -8.268 6.92 44 M P2C Z 4,773 6.92 45 MP2C Mx .000236 6.92 46 MP4A X -3.944 4.42 47 MP4A Z 2.277 4.42 48 MP4A Mx .002 4,42 49 MP4B X -8.159 4.42 50 MP4B z 4.71 4.42 51 _ MP46 Mx _ 0 _ 4.42 52 MP4 X -9.615 4.42 RISA-31D Version 17.0.4 [\...\...\...\...\...\...\...\...\...\...\...\...\Analysis\144803-VZW MT_LO_H.r3d] Page 57 Company Network Building+Consulting June 24,2022 IIRISA Designer Rachel Huang,P.E. 5:40 PM Job Number Project* 10150854 Checked By: A NEAIETSCHEi CO' Model Name 144803-VZW_MT_LO_H Member Point Loads (BLC 35 :Antenna Wm (240 Deg)) (Continued) Member Label Direction n' I Loc tion % 53 MP4C Z 1 4,42 54 MP4Q Mx 4.42 55 MP1A X 7 56 PIA 57 MP1A Mx -.001 9 MP1 B Z A83 4 60 MPIB Mx .001 1 MP1C X -3.827 1 63 mpic Mx -7.7e-5 4 4 MP2A X -2,374 4 5 MP2A Z 1.371 4 . 66 MP2A Mx 1 4 7 MP2B X -2.34 4 8 MP20 Z 1.351 4 69 MP2B Mx .001 4 70 MP2C X 7 4 71 MP2C Z 2.209 4 72 MP2Q M 4 73 OVPMP x -6.401 2. 74 OVPMP Z 3,696 2.5 75 OVPMP Mx .004 2.5 Member Point Loads (BLC 36 :Antenna Wm (270 Dep)) Member Label Direction Magnitude I Location[ft.% 1 MP3A X -1.999 4.4 2 MPA z 0 4.4 3 MP3A Mx .000939 4. 4 MP3B X -2.112 4.4 5 _ MP36 Z 0 4.4 6 MP3B Mx -.000957 4.4 7 MP3C X -3.213 4.4 8 _ MP3C Z 0 4.4 9 MP3C Mx -.000754 4.4 0 MP1A X -6.693 1.92 11 MP1A Z 0 1.92 12 MPIA Mx 4 1.92 _ _ MP1 X -6.693 6.92 14 MPIA z 0 6.92 15 MP1A Mx 00 _ 6.92 16 MPIB 1.92 17 MP1B Z 0 1.92 18 MP1B Mx -.004 _ 92 19 MPI B X -6.892 6.92 20 MP1B Z 0 6.92 _ 21 MP1B Mx -.004 6.92 22 MP1C 7 1.92 23 MP1 C Z 0 1.92 24 MPIC Mx 1.92 25 MP1C X .92 26 MP1C Z 0 6.92 27 M P 1 C Mx -.003 6.92 . 28 MP2A X 2 29 MP2A Z 0 1.92 30 MP2A Mx .004 I 1.92 RISA-3D Version 17.0.4 [\...\...\...\...\...\...\...\...\...\...\...\...\Analysis\144803-VZW MT_LO_H.r3d] Page 58 Company Network Building+Consulting June 24,2022 IIRISA Designer Rachel Huang,P.E. 5:40 PM Job Number Project* 10150854 Checked By: Model Name 144803-VZW MT LO H Member Point Loads (BLC 36 :Antenna Wm (270 Deg)) (Continued) Member Label Direction Magnitudeflb.k-ftl Locationfft.%I 1 MP 6.92 32 MP2A z 0 6.92 33 MP2A Mx 2 MP2B x _ 35 MP2B Z 1.92 MP2B Mx -M4 1.92 7 MP2B 2 6.92 38 MP2B Z 0 6.92 39 MP2B Mx -.004 6.92 40 MP 7 1.92 41 MP2Q Z 0 1.92 42 MP2C Mx 1.92 43 MP2 X -8,837 6,92 44 MP2C Z 0 6.92 45 MP2 _ Mx 6.92 6 MP4A X -5.141 4.42 47 MP4A Z 0 4.42 48 MP4A M 4 _ 49 MP4B X -11.111 4.42 50 MP4B z 0 4.42 51 MP4B Mx 0 4.42 52 MP4 53 M P4C Z 0 4.42 54 MP4C Mx 2 4.42 55 MP1A X -3.127 4 6 MP1A Z 0 57 MP1A Mx 1 4 58 MP1B X -3,217 4 9 MP1B Z 0 4 0 MP1 B Mx001 4 61 MPI C x -4.098 4 62 MPIC Z 0 _63 MP1C Mx .000962 4 4 M P2A x -2.892 65 _ MP2A Z 0 4 66 M 2A Mx 4 67 MP2B X -2.998 4 68 MP2B Z 0 4 69 MP2B Mx .001 4 70 MP2C X -4.039 4 71 MP2C Z 0 4 72 MP2C Mx .000948 4 73 OVPMP X -7.589 2.5 7 OVPMP Z 0 2. 75 OVPMP Mx .004 2.5 Member Point Loads (BLC 37:Antenna Wm (300 Deg)) Member Label Direction Maqndudellb.k-ftlL i 1 MP3A X -2.477 4.4 2 MP3A Z -1.43 4.4 3 MP3A Mx _000919 4.4 4 MP36 1 4.4 5 MP3B Z -1.507 4.4 MP3B Mx -.000864 4.4 7 MP3C X -1.991 _ _4.4 _8 MP3C Z -1.149 4.4 RISA-3D Version 17.0.4 [\...\...\...\...\...\...\...\...\...\...\...\...\Analysis\144803-VZW MT_LO_H.r3d] Page 59 Company Network Building+Consulting June 24,2022 IIIRISA Designer Rachel Huang, P.E. Che PM ke Job Number Project* 10150854 Checked By: Model Name 144803-VZW MT LO H Member Point Loads (BLC 37:Antenna Wm (300 Deg)) (Continued) Member Label _ DirectiQn Magnitudeflb.k-ftl LocatiorifflM Mx -,000975 4. 10 MP1A X -7.113 1.92 11 IMPIA z -4,107 1.92 12 MP1A 1.92 13 MP1A X -7.113 6.92 14 MPIA 7 -4,107 6.92 15 MP1A Mx 04 6,92 16 MP1 B x -7.349 1.92 17 M P 1 B Z -4.243 1.92 18 MP16 Mx - 1.92 19 MPI B X -7.349 6.92 -4.243 2 21 MP1 B Mx -.003 6.92 22 MP1C X -6.255 1.92 23 MP1 C Z -3.611 1.92 24 M P 1 C Mx -.004 1.92 25 MP1 C X -6.255 6.92 26 MP1C _ Z -3.611 6.92 27 M P 1 C Mx -.004 6.92 28 MP2A X -7.113 1.92 29 MP2A Z -4.107 1.92 30 MP2A Mx .004 1.92 31 MP2A _ X -7.113 6.92 32 MP2A Z -4.107 6.92 33 MP2A Mx .004 6.92 34 _ MP2B X -7.349 1.92 35 MP2B Z -4.243 1.92 36 MP26 M -.003 1.92 7 MP2B X -7.349 6.92 38 MP2B _ Z _ -4.243 6.92 39 MP2B Mx -.003 6.92 40 MP2C x -6.255 1.92 41 MP2C Z -3.611 1.92 42 MP2C Mx -.004 1.92 43 M P2C X -6.255 6.92 44 MP2C Z -3.611 6.92 45 MP2C Mx -.004 6.92 46 MP4A X -7.203 4.42 47 NINA Z -4.159 4.42 48 NINA Mx .003 4.42 49 MP4B X -8.159 4.42 50 MP4B Z -4.71 4.42 51 MP4B Mx 0 4.42 52 MP4 -5.411 4.42 53 MP4C Z -3,124 4.42 54 MP4C Mx - 42 55 MP1A X -3.304 4 6 M P 1 A Z -1.908 4 57 MP1A Mx -.001 _ 4 . 58 MP1B X -3.411 4 59 MP1 B Z -1.969 4 60 MP1B M 001 4 61 MP1C X -2.916 4 62 MP1C Z -1.683 4 3 MP1 C Mx .001 4 64 MP2A X -3.209 L 4 65 MP2A Z -1.8 4 RISA-3D Version 17.0.4 [\...\...\...\...\...\...\...\...\...\...\...\...\Analysis\144803-VZW_MT_LO_H.r3d] Page 60 Company Network Building+Consulting June 24,2022 IIRISA Designer i Rachel Huang, P.E. 5:40 PM Job Number Project* 10150854 Checked By: Model Name 144803-VZW MT LO H Member Point Loads (BLC 37 :Antenna Wm (300 Deg)) (Continued) Member Label Direction Mannitudellb.kAll Location °/ 66 MP2A MIX -.001 4 7 MP2B X MP2B Z _ 4 B 4 7 -2.75 4 71 MP2C Z -1_588 79 P 1 73 OVPMP X -7,498 2.5 74 OVPMP z -4.329 2.5 75 OVPMP Mx 2 Member Point Loads (BLC 38 :Antenna Wm (330 Deg)) Member Label Direction_ Magnitude[lb.k-ftl Locationfft.Yql MPA X -1.781 4.4 Z -3.085 4.4 MP3A Mx .000309 4.4 4 MP3B x -1.802 4.4 MP36 Z -3.12 4.4 UlP3S M -.000157 4.4 7 MP3Q X -.893 4.4 P3 _ Z _ -1.547 4.4 9 MP3C Mx -.000893 4.4 10 M P 1 A X -4.727 1.92 11 MP 1 A Z -8.187 1.92 Z13 P1 1 2 M P 1 A X -4.727 6.92 MP1 Z -8.187 2 15 MPIA Mx .001 6.92 MP1 -4.76 2 17 MP1B Z -8.25 1.92 18 MP1 B Mx -.000588 1.92 19 MP1B X -4.763 6.92 20 M P I B Z -8.25 6.92 21 M P 1 B Mx -.000588 6.92 22 MPI C X -3.159 1.92 23 M P 1 C Z -5.472 1.92 24 MPIC Mx -_004 1.92 25 _ MP1C X -3.159 6.92 26 MP1 -5.472 2 27 MP1C Mx -.004 6.92 28 MP2A x -4.727 1.92 29 MP2A z -8.187 1.92 30 MP216 Mx .001 2 31 MP26 X -4.727 6.92 32 MP2A z -8.187 6.92 33 MP2A Mx .001 6.92 4 MP2B X -4.763 1.92 35 MP2B Z -8.25 1.92 36 MP2B Mx -.000588 1.92 7 MP2B X -4.763 6.92 38 MP2113 Z -8.25 6.92 39 MP21B I Mx -.000588 6.92 40 MP2 -3,159 1.92 41 MP2C Z -5.472 1.92 42 MP2C 4 1.92 43 MP2C X -3.159 _ 6.92 RISA-31D Version 17.0.4 [\...\...\...\...\...\...\...\...\...\...\...\...\Analysis\144803-VZW MT_LO_H.r3d] Page 61 Company Network Building+Consulting June 24,2022 RISADesigner Rachel Huang,P.E. 5:40 PM IIIJob Number Project#: 10150854 Checked By: Model Name 144803-VZW MT LO H Member Point Loads (BLC 38 :Antenna Wm (330 Deg)) (Continued) Member Label Direction Magnitude Ib,k-fti Locationrft.%l t47 P -5,472 T6.92 — P Mx -,004 6.92 _ 4 -5.454 4.42 MPA Z - 44 .42 MP4A .0 47 42 MP4B X -3.02 4.42 50 MP4B z 1 4.42 1 MP4B Mx 0 4.42 4 X -2.179 53 MP4 Z -3.774 4,42 4 MP4Q Mx -.002 4.42 55 MP1A x -2.188 4 56 M 1 -3,79 4 _ MP1A Mx -,00038 4 P1 -2.205 4 9 MPIB Z -3.819 60 MP1B M 00192 1 M P I C X -1.478 4 62 MPI C Z -2.561 4 63 MPIC Mx .001 4 4 M P2A X -2.184 5 MP2A Z -3.783 4 66 MP2A Mx -.000379 67 M P2B X -2.204 4 68 MP2B Z -3.817 9 MP21B Mx .000192 4 70 MP2C X -1.346 4 71 MP2C Z -2.331 4 72 MP2C Mx .001 4 73 OVPMP X -4.765 2.5 VP P Z -8.253 2.5 75 OVPMP Mx .000827 2.5 Member Point Loads (BLC 77 : Lm I) LabelMember Direction i el i ° 1 MP4C Y -500 %10 Member Point Loads (BLC 78 : Lm2) Member Label Direction nit I Locationl[ftAll 1 MP4C Y -500 % Member Point Loads (BLC 79 : Lv1) Member Label _ i ni I - LocationffiAll F-1 MP4C I Y -250 0 Member Point Loads (BLC 80 : Lv2) Member Label i I Location[ °/ I 1 I MP4C I Y -250 %50 Member Point Loads (BLC 81 :Antenna Ev) _ Mem er Label i i n °/ 1 MP3A Y 4.4 2 MP3A M 0 4.4 3 MP3A Mz 0 4.4 RISA-3D Version 17.0.4 [\...\...\...\...\...\...\...\...\...\...\...\...\Analysis\144803-VZW MT_LO_H.r3d] Page 62 Company Network Building+Consulting June 24,2022 IIRISA Designer Rachel Huang, P.E. 5:40 PM Job Number Project#: 10150854 Checked By: Model Name 144803-VZW MT LO H Member Point Loads (BLC 81 :Antenna Ev) (Continued) Member L I Direction Maanitudeflb.k-ftl Loca ion ° ['f _ MP3B M 4 MP3B _�N 4 P Y 44 MPC 0 4.4 PN Mz 0 4 MPIA M 0 1.92 12 MPIA Mz 0 1.92 13 MP1A Y 0 .92 MPIA My 0 6.92 MPIA Mz 2 MP1B _ Y 0 1.92 MP1 B M 0 2 MP1 B Mz 0 1.92 19 MP1 S Y 0 _ 2 2 MP1 B My 0 6.92 21 MPI B Mz 0 6.92 22 IMPIC Y 0 1.92 2 mpic My 0 1.92 24 mpic Mz 0 1.92 25 MP1C Y 0 6.92 26 MP1 27 M P 1 C Mz 0 6.92 28 MP2A Y 0 1.92 29 MP2A My 0 1.92 30 MP2A Mz 0 1.92 31 _ MP2A Y 0 6.92 32 MP2A My 0 _ 2 33 MP2A Mz 0 6.92 34 MP2B Y 0 1.92 35 MP2B my 0 1.92 36 MP2B Mz 0 1.92 37 MP2B Y 0 6.92 38 MP2B M 39 MP2B Mz 0 6.92 40 MP2C Y 0 1.92 41 MP2C My 0 1.92 42 MP2C Mz _ 0 1,92 43 MP2C Y 0 6.92 44 MP2C M 2 45 MP2C Mz 0 6.92 46 M P4A Y 0 4.42 47 M P4A My 0 4.42 48 MP4A _ 0 4.42 49 MP4B Y 0 4.42 50 MP4B My 0 4.42 51 MP4B Mz 0 4.42 52 MP4Q Y 0 4,42 53 MP4C My 0 4.42 4 MP4C Mz 0 4.4 55 MPIA Y 0 4 6 MP1A My 0 4 57 MPIA Mz 0 4 58 MP1 B Y 0 4 59 MPIB My 0 4 60 MPIS Mz 0 4 RISA-3D Version 17.0.4 [\...\...\...\...\...\...\...\...\...\...\...\...\Analysis\144803-VZW MT_LO_H.r3d] Page 63 Company Network Building+Consulting June 24,2022 IIRISA Designer Rachel Huang, P.E. 5:40 PM Job Number Project#: 10150854 Checked By: Model Name 144803-VZW MT LD H Member Point Loads (BLC 81 :Antenna Ev) (Continued) Member L I Direction Magnitude[lb.k- J _ Location[ft 4 62 mpic My 0 4 63 P1 4 MP2A Y 0 4 5 MP2A My 0 4 66 MP2A Mz 0 4 7 MP213 Y 68 MP2B My 0 4 69 MP2B Mz 0 4 1 MP2C _ My 0 4 72 MP2 73 OVPMP Y 74 OVPMP 75 OVPMP Mz 0 2.5 Member Point Loads (BLC 82 :Antenna Eh (0 Deg)) Member Label _ Direr ion Magnitude[lb.k-ftl LocatiorifflAl 1 MP3A Z -.696 4.4 2 MPA Mx _ _ -.000119 4.4 MP36 Z -,696 4.4 4 MEN _ Mx 147 4.4 5 MP3C Z -.696 4.4 MPC _ Mx -.000307 4.4 7 MPIA Z -.655 1.92 8 1 MPIAMx -,000159 1.92 M P 1 A Z -.655 6.92 10 IMPIAMx -.000159 .92 11 MP 1 B Z -.655 1.92 12 MPI B Mx .000196 1.92 13 MPI B Z -.655 6.92 14 MPIB Mx 00196 6.92 15 MP1C _ Z -.655 1.92 16 MPIC _ Mx 041 1.92 17 M P 1 C Z -.655 6.92 18 MP1 Mx -.00041 6.92 19 MP2A Z -.655 1.92 20 MP2A Mx -.000159 1.92 21 MP2A Z -.655 6.92 22 MP2A Mx -.000159 6,92 23 MP2B Z -.655 1.92 24 MP2B Mx .000196 1.92 25 MP2B Z -.655 6.92 26 MP2B Mx .000196 6.92 27 MP2C Z 1.92 28 MP2C Mx 1.92 29 MP2Q Z 6.92 30 MP2C Mx -.00041 6.92 _ 31 MP4A Z -2.613 4.42 32 MP4A Mx -.000447 4.42 33 MP4B Z -2.613 4.42 4 MP4B Mx 0 4.42 5 MP4C Z -2.613 4.42 36 P4 1 4.42 37 MPIA Z -2.241 _ 4. 38 MP1A Mx .000383 4 RISA-3D Version 17.0.4 [\...\...\...\...\...\...\...\...\...\...\...\...\Analysis\144803-VZW MT_LO_H.r3d] Page 64 Company Network Building+Consulting June 24,2022 IIRISA Designer Rachel Huang,P.E. 5:40 PM Job Number Project#: 10150854 Checked By: Model Name 144803-VZW MT LO H Member Point Loads (BLC 82 :Antenna Eh (0 Dep)) (Continued) Member Label Direction I Lo i 39 MP1 - .241 40 MPI B Mx -.000474 4 41 MPI _ -2.241 4 42 mpic Mx .000989 4 43 MP2A Z -2.109 4 44 MP2A Mx .000361 4 45 MP2B Z _ -2.109 4 46 MP2B Mx -.000446 4 47 MP2C z -2.10 48 MP2C Mx 1 OVPMP Z _ -.96 2 OVPMP - Mx -.000164 2.5 Member Point Loads (BLC 83 :Antenna Eh (90 Dep)) _ Member Label Directio_n Magnitudeflb.k-fti LocationIftM 1 MP3A X .696 4.4 2 MP3A Mx -.000327 4.4 3 MP36 x .696 4.4 MP3B Mx .000315 4.4 MP3C x .696 4.4 MP3Q Mx .000163 4.4 7 MP1A X .655 1.92 8 M P 1 A Mx -.000436 1.92 M P 1 A x .655 6.92 10 46 6.92 11 M P 1 B X .655 1.92 12 421 1.92 13 MPI B X .655 6.92 4 MP1B Mx 00421 6,92 15 MP1C X .655 1.92 16 mpic Mx .000218 1.92 17 MP1 X .655 6.92 18 MP1 M .000218 6.92 19 MP2A X .655 1.92 20 MP2A Mx -.000436 1.92 21 MP2A X .655 6.92 22 MP2A Mx -.000436 6.92 23 MP26 X _ .655 1.92 24 MP213 M .000421 1.92 25 MP2B X .655 6.92 26 MP2B Mx .000421 6,92 27 MP2C X .655 _ 1.92 28 MP2 x .000218 1,92 29 MP2C X .655 6.92 30 MP2C Mx .000218 6.92 31 MP4A X 2.613 4.42 2 MP4A Mx -.001 4,42 33 MP4B X 2.613 4.42 4 MP4Q Mx 0 4.42 35 MP4C X 2.613 4.42 36 MP4Q Mx .000613 4.42 37 MP1A X 2.241 4 38 P .001 4 39 MPIS X 2.241 4 40 MPI B Mx _ _ -.001 4 41 MPIC X 2.241 4 RISA-3D Version 17.0.4 [\...\...\...\...\...\...\...\...\...\...\...\...\Analysis\144803-VZW MT_LO_H.r3d1 Page 65 Company Network Building+Consulting June 24,2022 IIRISA Designer Rachel Huang, P.E. Che kPM e Job Number Project#: 10150854 Checked By: aEniErscMEKCOM1dP.4r:1 Model Name 144803-VZW_MT_LO_H Member Point Loads (BLC 83 :Antenna Eh (90 Deg)) (Continued) Member Label_ Direction Ma nit I k-ft Location 42 MP1C Mx -.000526 4 4 MP2A x 2.1094 44 MP 1 4 45 MP2B x 2.109 4 46 MP2B Mx -.000956 47 MP2C x 2.109 48 MP2Q Mx -.000495 4 49 OVPMP X 6 2.5 50 OvPMP M -.000451 Member Distributed Loads (BLC 40 : Structure Di) Member Label Direction Start_Magnitde[lb/ ...End Maonituderlb/ft... 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Che PM ke Job Number Project#: 10150854 Checked By: Model Name 144803-VZW MT LO H Member Distributed Loads (BLC 40 : Structure Di) (Continued) Member Label Direction Start nit a lb/ft.. End M nitude I / .. Start Locationrft.%l End Location ft o 00 . 45 MP1 06 0 %100 . 46 VP P 0 -4. %100 7 MI 18 Y -9.441 -9.441 0 %100 0 48 M119 Y -9,441 - 4 %100 0 9 MI 20 Y -9.441 -9,441 0 %100 50 M121 1 %100 51 M122 Y -9.441 -9.441 0 %100 52 M123 Y 441 4 %100 53 M124 Y - -9-441 0 %100 54 M125 Y -9 -9,441 0 %100 55 M129 Y -9A41 -9.441 0 %10 56 1 .441 -9.441 0 %100 0 57 M133 Y -9.441 -9.441 0 %100 . 58 M134 Y -9.441 1 0 %100 59 M136 Y -9.454 -9.4 4 0 %100 60 M137 Y -9.454 -9.454 0 %100 61 M13 Y -9.454 -9.454 0 %100 2 M 1 2 Y -9.454 -9.454 0 %100 3 M146 Y -9.454 -9.454 0 %100 4 M147 Y - .44 -9,454 0 ° 1 0 Member Distributed Loads (BLC 41 : Structure Wo (0 Deg)) Member Labgl Direction Start Magnitudellb/ft...End Maanit I / .. 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End.M ni I / .. Start Lo i n % End Locationfft.%I -M24 Y -1 4 Y -11. 1 4,167 M33 Y -5,637 -5.637 '908 4.541 4.54 11 M37 Y -2.897 -11.607 0 2.083 12 M Y -11.667 -26.316 Member Area Loads (BLC 39 : Structure D) Joint A _Joint B Joint C Joint D Direct-ion Distribution —M.agnitI4,ftfkAfl 1 N1 NomN17 _ _ Y A-B -.005 IN _�_ N7 Y -B - 3 N28 N29 N27 Y Member Area Loads (BLC 40 : Structure Di) Joint A Joint B Joint C Joint D Direction Distribution Maonitudefksfl 1 N8 N9 N7 Y A-B -.01 N19 N18 N17 Y A-B1 3 N29 N28 N27 Y -B -.01 Basic Load Cases BLC Descri tion Cateoory X Gravitv Y Gravitv Z Gravitv Joint Point Distribut...Area Me. Surface(... 1 Antenna D None 75 2 Antenna D' None _ 75 3 Antenna Wo 0 De None 75 4 Antenna Wo 0 De None 75 5 Antenna Wo 60 De None 75 6 Antenna W 90 De None 75 7 Antenna W 120 De None 75 8 Antenna Wo 150 De None 7 9 Antenna Wo 180 De None 75 10 Antenna Wo(210D None 75 11 Antenna Wo 240 De None 75 12 Antenna Wo(270 D None 7 13 Antenna Wo 300 De None 75 14 Antenna Wo(330DNone 7 15 Antenna Wi 0 De None 75 16 Antenna Wi 30 De None 7 17 Antenna Wt 60 De None 75 8 Antenna Wi D one _ 7 19 Antenna Wi 120 De None 75 20 Antenna Wi (150 D None 7 21 Antenna Wi 180 De None 7 22 Antenna Wt(2 10 De None 75 23 Antenna Wi 240 De None 75 24 Antenna Wi 270 De None 25 Antenna Wi 300 De None 75 26 An nna Wt Dea) None 75 27 Antenna Wm 0 De one 75 28 Antenna Wm Deg) one 75 29 Antenna Wm 60 De None 7 30 Antenna Wm 90 De None 75 _ 31 Antenna Wm 020 De None _ 75 32 Antenna Wm 150 De None _ 75 RISA-31D Version 17.0.4 [\...\...\...\...\...\...\...\...\...\...\...\...\Analysis\144803-VZW MT_LO_H.r3d] Page 151 Company Network Building+Consulting June 24,2022 IIRISA Designer Rachel Huang, P.E. 5:40 PM Job Number Project* 10150854 Checked By: Model Name 144803-VZW MT LO H Basic Load Cases (Continued) BLC Description Cate o X Gravitv Y GravitvZ Gravitv JointPoint Di r' u...Are Me..Surface .. 33 Antenna W 10D _ 7 Antenna34 35 Antennam 40 De 7 36 Antenna 7 37 Antenna Wm 300 De None 75 38 Antenna Wrn (330 Dea) None 7 39 Structure D None - 3 40 Structure Di None 64 3 41 Structure Wo 0 D None 128 42 Structure128 43 Structure Wo (60 De None I 128 44 StrurAure Wo (90 Nall None 45 StructureW (1 20 Deg) None 12 46 Structure 128 47 Structure Wo (180 De 128 48 Structure Wo None 128 49 Structure W 240 De None 128 50 Structure Wo 270 De None 12 51 Structure Wo 300 De None 128 2 Stru ur Wo (330 De None 12 53 Structure Wi 0 De None 128 4 Structure Wi D None 12 55 Structure Wi 60 De None 128 56 Structure I 90 D 2 57 Structure Wi 120 De None 128 58 Strqcture Wi 150 Deg)--- None 12 59 Structure Wi 180 De None 128 60 Structure Wt 210 De None 12 61 Structure Wi 240 De None 12 62 Structure Wi 70 D Noe 128 63 Structure Wi 00 De None _ 128 64 Structure Wi 0 De 128 65 Structure Wm 0 De None 128 66 Structure Wm 30 De None 12 67 Structure Wrn 60 De None 128 8 Structure Wm 90 De None 12 69 Structure Wm 120 Deg one 128 70 Struure Wm 150 De None 128 71 Structure Wm 180 De None 128 72 Structure Wm 210 De None 128 73 Structure Wm 240 De None 128 4 Structure W 270 De None 128 75 Structure Wm 300 De None 128 76 Structure Wm 0 De None 128 77 Lm1 None 1 78 Lm2 None 1 79 Lv1 None 1 None 1 81 Antenna Ev None 75 Antenna Eh 0 D None 8 Antenna Eh 90 De None 50 Structure Ev EL 5 Structure Eh 0 De ELZ -.03 86 Structure Eh 90 De ELX .03 87 BLC 39 Transient Area Loads None 12 88 1 BLC 40 Transient ea Loads None 12 RISA-3D Version 17.0.4 [\...\...\...\...\...\...\...\...\...\...\...\...\Analysis\144803-VZW MT_LO_H.r3d] Page 152 Company Network Building+Consulting June 24,2022 IIRISA Designer Rachel Huang,P.E. 5:40 PM Job Number Project#: 10150854 Checked By: Model Name 144803-VZW_MT_LO_H Load Combinations Description ...P...S...B...Fa... ...Fa...6..F ...B...Fa...B...Fa...B...Fa..B...Fa...B...F ...B...Fa..B...Fa... 1 + Y.. Y 111. 41 1 1. + o Y•• Y 111 1 1 1. D+1. Wo De Y•- Y 111. UL2 5 1 1 4 1.2D+1.OW 90 De Y•• Y 1 1. 91.2 6 1 1 1.2D+1.OWo(120 De Y•- Y 111.213911.2 7 1 4 + D Y•- Y 111.2 391.2,81 7 1.2D+1. 0 180 De Y•• Y 111.2 391.21911 47 1 1. +1 1 Y.. Y 111.2 a 1.21101 1 4 1.2D+1. W De Y•- Y 111.2 391.21111 1 49 1 10 D+ p L. Y 111.2 39j-212 11 1 2D+1.OWo(300 De Y•• Y 111.2 391.213 1 151 1 12 1.2D+1.0 De Y•• Y 111. 391.2141 152 1 13 1. + 1 D-+1. Wi D Y.. Y 1 1,2391,2 2 1 40 1 15 1 1 14 1.2D + 1.ODi+1.OWi 30 De Y.-I Y 1 1.232122 1 40 1 .16 1 1 15 1.2D + l.ODi+ I.OW D Y•• Y 1 1.2 3911,2121 1 40 1 17 1 155 1 16 1.2D + 1. Di+ 1.0Wi 90 De Y•• Y 1 1.213911.2 21 1 40 1 18 1 156 1 17 1.2D + 1. Di + 1-0Wi 120 De Y-- Y 1 1.2 391.2 21 1 40 1 19 1 157 1 18 1.2D + l,OQi+ 1.OVV (1 50 De Y-• Y 1 .1.2 391,2 21 1 40 1 20 1 158 1 19 1.2D + 1.ODi+ 1.OWi 180 Deg) IYJY 111.2 391.2 2 1 40 1 21 1 591 1 20 1,2D+ 1 Di+ 1. I (210 D Y.-I Y 111.2 391.2 2 1 4Q-1 22 1 60 1 21 12D + 1.ODi+ 1.OWi 240 De Y*'I Y 111.2 391.2 2 1 40 1 23 1 61 1 22 1.2D+ 1.ODi+ 1. Wi 270 De Y•• Y 1 1 24 1 62 1 23 1.2D+ 1.ODi+ 1.OWi 300 De Y•• Y 111.2 3911.2.2 1 40 1 2511 63 1 24 1-2D+ 1.ODi+ 1-OW 330 D Y• Y 111.2 3911.2 2 1 40 1 26 1 1 25 1-2D + 1.5Lm1 + 1.OWm 0 De Y-- YYJYI 1 1.2 391.2 771.5 27 1 65 1 26 1.2D + 1. Lm1 + 1 Wm 30 D Y.-I Y 1 1 1-2 3911.2 771.528 1 66 1 27 1-2D + 1.5Lm1 + 1.OWm 60 Deal IY.. Y 1 1 1.2 391.2 771-529 1 67 1 28 1.2D + 1.5Lm1 + 1.OWm 90 De Y•- Y 1 1.2 771.5 30 1 1 29 1.2D + 1.5Lm1 + 1.OWm 120 De Y•• Y 1 1.2 91.2 771.5 31 1 69 1 30 1.2D + 1.5Lm1 + 1.OWm 150 De Y•• 1 1.2 3912 71.5 32 1 7 1 31 1.2D + 1.5Lm1 + 1.OWm 180 De IY-- 1 1.2 391.2 771.5 33 1 71 1 32 1-2D+ 1-5Lm1 +1-OWrn 210 De Y•• Y 1.1.2 391.2 771. 34 1 72 1 33 12D + 1. Lm1 + 1.OWm 240 De Y.- Y 1 1 1.2 391.2 771.5 35 1 73 1 4 1.2D + 1.5Lm1 +1.OWm (270 De Y•• Y 1 1 1.2 391.2 7711.5136 1 74 1 35 1.2D + 1.5Lm1 + 1.OWm 300 De Y.- Y 1 1 1.2 391.2 77 1.5 7 1 75 1 36 1.2D + 1.5Lml + 1.OWm D L. Y 1 1.2 391.2 771.5138 1 76 1 37 1.2D + 1. Lm2+ 1.OWm 0 D Y-• Y 1 1.2 391.2 781.5 27 1 65 1 38 1.2D + 1. Lm2 + 1.OWm (30 De Y•• Y 1 1.2 39111.2 781.5 28 1 166 1 39 1.2D + 1.5Lm2 + 1. Wm 60 De Y-- Y 1 1.2 391.2 78 1.5 29 1 167 1 40 1.2D+ 1.5Lm2 + 1.OWm 90 De Y•• Y 1 1.2 3911.2 781.5 0 1 168 1 41 1-2D + 1.5Lm2+1-OWrn 120 De Y•• Y 1 1.2 91.2 781.5 1 1 169. 1 42 1.2D + 1 Lm2+1.OWm 15 Deg)-y.. Y 1 1. 1 7 1. 2 1 17011 43 120 + 1.5Lm2+1.OWm 180 De Y•• Y 1 1. 3 1.2 7 1.5 3 1 71 1 44 1.2D + 1.5Lm2+1.OWrn 210 Deg)- Y•- Y 1 1.2 12 7 1. 4 1 72 1 45 1.2D + 1.5Lm2+1.OWm 240 De Y•- Y 1 1.2 1.2 781.5 5 1 7 1 4 1.2D + 1.5Lm2+1.OWm 270 De Y•• Y 111.2,391.27-8-1536--l-Z4 47 1.2D + 1.5Lm2+1.OWm 300 De Y-- Y 1 1 391.2.78.1.5 7 1 75 1 2 + 1.5Lm2+1.OWm 330 De Y•- Y 1111,213911.2 7811.5 8 1 76 1 49 1.2D + 1.5Lv1 Y.. Y 1111.2 3911.2 791.5 50 1.2D+ 1. Lv2 YJY 1111.291. 8011.5 1 51 1 AD Y•• Y 1 1.4 391.4 2 1.2D + 1.OEv+ 1.OEh De Y•• Y 1 1.2 3911.2 81 1 E•• 1 82_1__03_E.. 1 E•• 53 1.2D + 1.OEv+ 1.OEh 30 De Y.. Y 1 1. 3 1.2 81 1 E.. 1 82.86 83 .5 E.. 86 E.. 4 1.2D + l,QEv+ 1 Eh 60 D YJ Y 1 1. 1. 1 1 E.• 821.5 8 E.. E.. 86 55 1.2D + Ev+ 1. Eh 90 De Y•- Y 1 1.2 1. 1 1 E•• 1 82 3 1 E•• E•• 1 + Ev+ Eh 20 De Y•• Y 1 .2 .2 1 1 E.. 1 .8 E.. E.. RISA-3D Version 17.0.4 [\...\...\...\...\...\...\...\...\...\...\...\...\Analysis\144803-VZW MT_LO_H.r3d] Page 153 Company Network Building+Consulting June 24,2022 Designer Rachel Huang, P.E. 5:40 PM IIIRISAJob Number Project#: 10150854 Checked By: Model Name 144803-VZW-MT-LO-H -Load Combinations (Continued) Descripjion - P..S...8...Fa..B..Fa...B...F ..B...Fa... ...Fa...B..Fa...B...Fa...B.,Fa..B...Fa_.B...Fa.. 1,2Q+ 1. +1,OEh (150 Deg) Y.- Y L1.2 1.21811 1 IE.. 1 1821-.8.483 .5 E..J-.8..IE.. .5 58 1 1.2D+ 1,OEv+I.OEh(180 Deg) Y..Y -t L2 1.21811 1 IE.. 1-82 -1183 E... -1 1E.. I I 1 2D+ I.OEv+ I.OEh(210 Dea) 11.2 3911.2 811 1 E.. 1 82-..8.. 3-5 E..-.8..E.. -.5 I ID+ I.OEv+ 1 OEh(240 Deg) Y.-_Y 12391.2811 1 E.._L 82-.5 83-A.E.. 6 1.2D+ I.OEv+ I_OEh(270 De a) Y.- Y 1 1.2 3911.2 811 1 E.. 1 82 83 -1 E.. E.. -1 1,2D+ I,OEv+ 1,OEh(300 Dea) Y.- Y 1 1.2391.2 811 1 E..A- .5 -.8.. .. .5 E.-A. 6 1.2D + I.OEv+ I_OEh(330 Dea) Y.- y 1 1.2 391.2 811 1 E.._1_.02.86E -.5 _U=.5 E.. 866E.. 64 0.9D- 1.OEv+ 1,OEh (0 Deg) Y.- y 1 .9 811-1 E.. J_02L_U_ E.. 1 65 0.9D- 1.OEv+ 1,OEh(30 Deg) Y.. Y I 11 1,9 39 .9 811-1 E.. -1 _a2.86E 83..5 E_86 E.. .5 0,9D- 1 OEv+ 1,OEh (60 Deg) Y.- Y 1 .9 39 .9 81 -1 E.. -1 82 5 86 E.. IE.. 866 1 1 1 67 O.9D- 1.OEv+ 1.OEh (90 De a) -Y.- Y 1 .9 39_9 81 -1 E... -1 82. 83, 1 E.. E.. I O.9D- 1.OEv+ 1.OEh (120 Deg) Y.- Y 1 .9 391.9 81 -1 E.. -L 82-,5183066 E.-I-.5 IE.4M 12 9 �6 0.9D- I.OEv+ 1. Eh (1 50 Deal Y- Y 1 .9 39 -9 81 -1 IIE.. -1 82-.8-1831.5 E..-.8..E_ 7 7nf 0 0.9D- 1,OEv+ 1. Eh (180 Deg) 1 .9 39 .9 81 -1 IIE.. -1 82 -1183, E..I-1 E.- 741 0.9D- 1-OEv+ 1.OEh (210 Deg) Y 1 1 .9 39 .9 81 -1 IE.. -1 82-.8383-.5 E..-.8..E.. 5 72 0,9D- 1,OEv+ 1.OEh (240 Deg) Y� -1 82-.583-.8 -.5 E..-.8.. Y �LL 39 .9 81 -I E.. ..E.. 7 0_911- 1_QE%1- i nph 1170 Dea) 1 3 _11 1 IIE.. -1 82 1831-1 E.. E.. -1 _74 0.9D- 1,OEv+ IOEh (300 Deg) N_-_9L El �E__:.l 62 .5 1831-A.E.. R I I - I.OEv+ 1.OEh (330 Deg) Y 1 1 .9 . ._I -1 A0,86&831-53: 75 0.9D Y.. y 11 39 -9 81 Envelope Joint Reactions Joint X fibI LC Y rib] LC Z rib] LC MX FkAl LC MY lk-ftl LC IVIZ Ik-ftl LC 1 N79 max 0 75 0 75 0 751 0 M 0 75 0 75 2 min 0 _J_ 0 1 0 1 0 1 0 1 0 1 3 N144 max -101-755 3 1347.97 21 1166.277 21 0 10 0 4 0 4 4 - min -2019,999 21 78.786 3 58.736 3 0 4 0 10 0 10 5 N145 max 44.549 10 1399.794 13 38.439 7 0 75 0 8 0 2 6 min , -44.459 4 -8.935 7 1-2426.173 13 0 1 0 2 0 8 7 N146 max 2165.919 41 1425.097 41 1250.49 41 0 48 0 48 0 48 8 min 102.196 11 79.052 11 59.011 11 0 6 0 6 0 6 9 N143 max 3492.069 9 758.417 18 11004.444 1 1 -.065 46 1.686 12 -.256 2 10 ilL[lL-1734.306 3 280.399 73 -2013.778 7 -.303 16 -1.684 6 -.782 20 N144A max. 1363.955 10 909-344 1 4556.697 1 .926 13 1.723 4 164 2 12 min -1361.811 4 317.767 64 -2497.505 7 .325 70 -1.735 10 -.116 8 13 N145AI 1771.04 11 39-633 14 1286.233 12 .056 47 1.395 8 .632 14 14 i -3578.623 5 273.573 .70 -2334-771 6 -.508 17 -1.393 2 .236 74 15 Totals: ma Y 496n 044 10 6116-96 18 5173408, 1 16 1 in -4959.997 4 2296.215, 75 1-5173,4211 7 1 -Envelope AISC 15th(360-16): LRFD Steel Code Checks Member Sh Code... LocFftI LC Shear..Locfftl DirLC io)hi*Pnc..ohi*Pnt..t)hi*Mn...ohi*Mn.. b Egn 1 MI PL112x6 1 .146 0 8 .066 0 1 V 120 93229.7...97200 1.012 1 12.15 1..H1-1b 2 M2 PLI/2x6 .139 0 9 .063 1 0 IV12293229.7...97200 1.012 1 12.15 1•• -1 3 M7 L2x2x3 150 4,541 11 .007 0 1 V 121 15119.9...23392.8 .558 1.222 2.- H2-1 4 M8 L2x2x3 .138 4.541 8 .008 0 _L 21 15119.9...23392.8 1.202 2.. H2-1 5 Mil HSS4X4X4 .147 5.208 6 .041 5.208 Z 12121927••••127386 14.774 14,774 2..H1-1b 6 M12 HSS4X4X4 -.1-127386 14.774 14.774 1.-Hl-lb .087 2.523 20 .032 .394 z 8,126083. 1 7 M13 HSS4X4X4, .092 0 22 .038 2.104 Z 10126081....127386 14.774 14,774,1,71HI-Ib 8 M14 PL1/2x6 .153 0 4 .067 0 V 15 93234.8. 97200 1,012 12.15 LIHI-Ib 9 M15 PL112X6 .143 0 5 .086 0 v 41 93224.5..1.97200 1.012 12-15 l.-HI-lb 10 M20 L2x2x3 160 4,541 6 .007 0 17 15119.9. .23392.8 .558 1.214 2.. - 11 M21 L2x2x3 .142 4.541 4 008 0 Z 17 15120.4..23392.8 .558 1.202 2.. H2-1 12 M24 HSS4X4X4 129 5.208 2 :049 .922 '.�41 121927...127386 14.774 14.774 L H 1-1 n-A-A Z 13 M25 HSS4X4X4, .087 2.522 1 16 1.394 - 4,126084...1.1_273_a6 14.774 14.7741..�H�-Jb RISA-3D Version 17.0.4 [\... ...\...\...\...\...\...\...\...\...\...\Analysis\l 44803-VZW-MT-LO-H.r3d] Page 154 Company Network Building+Consulting June 24,2022 111RISADesigner Rachel Huang,P.E. Che kPM e Job Number Project#: 10150854 Checked By: Model Name 144803-VZW MT LO H Envelope AISC 15th(360-16): LRFD Steel Code Checks (Continued) Member ShaDe Code... L ft LC Shear . o Dirt hi*Pn ... hi'Pnt... hi*Mn... hi'Mn. n 4 M26 HSS4X4X4 2.106 126079.. 1.. 15 M27 PL112x6 .161 0 1 24 93244.4...97200 1.012 L-1-11-1b 16 M28 PL1/2K6 .141 0 1 064 0 3 •• - 13 93214.9. 12.15 1.. 17 M33 L2x2x3 .156 4.5417 2415118.5. 23392.8 12 2•• -1 18 M34 x3 .144 4.54 1315121.4. 23392.8 2.. -1 g M37 HSS4X4X4 154 5.208 1 .048 5.208 z 4 121927.4127386 8 14.774 14.774 2••H1-1 _20 M38 HSS4X4X4 .093 2,523 24 .040 2.523 126083.. 14.774 14,774 L.H 1-1 b M39 HSS4X4X4 .092 1 .039 2.131 126081.. 273 14,774 1••H 1-1 b 22 M40 PIPE 3.0 .091 1,172 41 4 8.073 28250.5. 3.. - 23 M41 PIPE 3 .080 7.552 8 052 .8-073 1028250.5. 65205 5,749 5.7493••HI-lb P 1 7.552 8.073 28250.5. 65205 5,749L. -lb 25 M139 LL2.5x2.5x.. .064 0 21 003 5.098 z 6 142120.9..58471.8.m.4.246 2.615 _L H1-1b* 26 M140 LL2.5x2.5x.. 0 1 1042119.2.. 8471.8.. 2.61 H1-1b* 27 M141 LL2.5x2.5x.. 068 0 41 .003 0 1z 2 42119.2..58471.8.. 4,24ro 2.615 H1-1b* 8 M154 PIP �19 6 1.172 7 12 6295.43 32130 1.872 1.872 3••H1-1 29 M1 55 PIPE 2. *204 1.172 1 .108 .521 7 6295.43 321301.872 1.872 4 H1-1b 30 M156 PIPE 2.0 .199 1,172 9 .109 11.9.. 6 6295.43 32130 1.8721.872 3••H 1-1 31 M157 L2.5x2.5x4 .251 0 1 .063 0z 6 35593.8...38556 .114 2.537 1•. H2-1 32 M15 L2.5x2.5x4 7 2 8 z 4 35593.8.. 38556 1,114 2.537 1•• H2- 33 M159 L2.5x2.5x4 .290 0 6 .058 .016 Z 35593.8.. 56 1.114 2.537 1•• H2-1 34 MP4A .417 1 5.417 14916.0. 1.872 2•• 1-1 35 MP4B PPE 2.0 .297 5.417 2 .105 5.417 10 14916.0. 2130 1.872 1.872 2..HI-1b, MP4C 7 5,417 5.417 14916.0. 1 -1.872 1.872 2•• 1-1b 37 MP3B PIPE 2.0 .305 5.417 2 .067 5.417 1 14916.0. 2130 1.872 1.872 2••H1-1b 38 MP 5.41 6 7 5.417 14916.0. 3 1.872 1.872 2•• 1-1 b 39 MP3A PIPE 2-0 .293 5.417 1 .066 5.417 8 14916.0. 32130 1.872 1.872 2••H1-1b 40 MP2A PPE 2.0 .334 5.417 4 1 5.417 4 14916.0. 2130 1. 72 1.872 2••H1-1b 41 MP2C PIPE 2.0 .340 5.417 12 81 5417 14916.0. 3213 1.872 1.872 2•• H1-1b 42 MP26 E 2.0 .35 .417 7 0 5.417iv37165155.7... 14916.0. 1.872 1.872 2••H1-1 43 MP1A PIPE 2. .341 5.417 4 .129 .75 14916.0...32130 1.872 1.872 2..H1-1b 44 MP1 2. .347 5.417 2 . 19 5.417 14916.0..32130 1.872 1.872 2••H1- b 4 MP16 PIPE 2.0 .362 5.417 8 .115 5.417 14916.0.. 2 1.872 1.872 2••H1-1b 4 OVPMP PE 2.0 .189 3. .058 3.958 3808.54 32130 1.872 1.872 2••H1-1b 47 M118 PL3/8x6 .178 .208 4 .054 .20865155.7.. 72900 .57 9.113 1• H1-1b 48 M11 / x .222 .208 081 .2081v 65155.7. 7 1••HI-lb 49 M120 L3/8x6 .207 .208 12 47 .20 65155.7.. 72900 .57 9.113 1-.1-11-1b 50 M12 L318x6 .1 8 _208 265155.7. 7 1 L.H1-1 51 M122 L3/8x6 .14 .208 5 .051 .20872900 .57 V111•• 1-1b 2 M123 PL3/8x6 .19 .208 10 4 .2 865155.7.. 72 .57 1••H1-1b53 M124 PL3/8x6 .239 .146 12 _139 .292 8996.63 7290 7 1••H1-1b 54 M12 PL3/8 7 46 2 292 8996.63 7290 7 1••H1-1b 55 M129 PL3/8x6 .23 .146 8 .144 .2 2 24 8996.63 72900 .571••H1-1b 56 M1 PL3/ 18 .146 10 1 3 292 17 8996.63 7290 7 1••141-1 57 M133 PL /8x .21 .146 4 _143 .292 21 8996.63 72900 .57 9.113 1•• 1-1b 8 M134 L3/8x6 2 .146 _130 2 [4194997.1... 996.63 72900 7 .113 1-.11-11-1b 59 M136 L1/2x6 .04 .125 9 .078 0 95014.3...97200 1.012 12.15 2••H1-1b 1 7 L1/2x 4 1 4 .09 95014.3.. 72 1.012 1 2••H -1 61 M1 1 PL1/2x6 4 .125 5 151 0 97200 . 12 12.15 2••H1-1b 62 M1 2 PL / x 1 4 95031.3. 97200 1.012 2•• - 63 M146 PL1/2x6 .04 .126 7 .084 94980.0••.97200 1,012 12.15 .1-, 1-1b 64 1 M147 PL1/24 4 _121 7 2195048.5.. 97200 1.012 12. 2•• 1-1b RISA-31D Version 17.0.4 [\...\...\...\...\...\...\...\...\...\...\...\...\Analysis\144803-VZW MT_LO_H.r3d] Page 155 Client: Verizon Wireless Date. 82412022 Site Name MATTITUCK SIVIART Tool" PSLC II 144807 Vendor Fuze ID a 16275828 Page. t Vernon t 0 I. Mount-to-Tower Connection Check Custom Orientation Required No Tower Connection Bolt Checks Yes Dx Bolt orientation Parallel Bolt Quantity per Reaction. 4 O O d,(In)(Delta x of(yp.bolt confrg.sketch) 6 ' all,(in)(Delto y of typ.bolt conflg.sketch). 6 Bolt Type: A325N Boll Diameter(in). 0.625 Required Tensile Strength/bolt(kips): 24 Required Shear Strength/bolt(kips). 04 O O Tensile Capacity/bolt(kips). 20.7 Shear Capacity/boll(kips) 12A Bolt Overall Utilization. 1.1.7% Tower Connecrron Baseplate Checks Yes Connecting Standoff Member Shape: Rect Tube Weld Stiffener Configuration No Stiffeners Plat.Width,D.(on) 8 Plate Hmght,D,(In). 8 Wllin): 4 W2 fin) 4 �+ Member Thickness(in): 0 25 S Stiffener location at(in): Stiffener location bt(in): Stiffener location a,(in): Stiffener location bz(in): F,(ksl,plate) 36 yy Plate Thickness(in): 1 Length of Yield Line.4 fin): 5.85 Boit Eccentricity,a(in): 1 65 M.(kip-in): 4 00 Phi-M.(kip-in): 47.38 Plate Bending Utilization 8.4% Client: Verizon Wireless Date: 6/24/2022 Site Name: MATTITUCK PSLC#: 144803 Fuze ID lk 16275828 Page: 2 Version 1.0 Tower Connection Weld Checks yen Weld Shape: Rectangle Weld Stiffener Configuration: None Stlffner Notch Length,n(in): Weld Size(1/16 in): 4 W1(in): 4 W2(In): 4 Weld Total Length(in): 16.00 _ Z.(in'/in); 21.33 w i Zi,(in'/in): 21.33 Jo(In°/In): 85.33 c,(in) 2.25 cv(in) 2.25 Required combined strength(kip/In): 0.89 Weld Capacity(kip/in): 5.57 Weld Utilization: 16.0% Michaelis, Jessica From:Michaelis, Jessica Sent:Wednesday, June 28, 2023 3:40 PM To:Elizabeth Herington-Smith; 'Susan Rabold'; Ben Evans Subject:New Application - Verizon Upgrades at Baxter/SCTM#1000-108-4-11.3 On June 27, 2023 Southold Town received an application for Verizon Upgrades at an existing wireless facility. Pursuant to §280-74(A)(4) of the Southold Town Code, the Planning Department is requesting a review of the materials submitted to determine whether their application can be considered complete for review. We require your th report by July 18 to allow us time to provide the applicant with an official determination of completeness from the Planning Department prior to the 30-day FCC deadline. Please feel free to contact the applicant directly to request any missing items in their application, copying this as department on any such requests. One missing item already identified is the check to cover the consulting fee, required by Town Code §280-74A(4)(a). Any direct communication from CityScape to the applicant regarding items missing from their application must take care to leave the door open for the Town to identify any further missing items beyond the technical ones under your purview. After the Planning Department has notified the applicant that their application is complete, we will then request CityScape’s substantive review of the application to determine whether it meets the General Requirements in the Southold Town Code for maximum permissible exposure, structural integrity and other technical requirements. Please provide an estimate for the cost of your consulting services to determine completeness and the substantive review. Should the Planning Board approve your estimate, a purchase order will be provided authorizing your work. In the interest of meeting the shot clock, please begin work on the completeness review immediately. The file can be found by following this link; h?p://24.38.28.228:2040/weblink/0/doc/1316011/Page1.aspx Thank you, Jessica Michaelis, Senior Office Assistant Southold Town Planning Department 54375 NYS Route 25 P.O. Box 1179 Southold, NY 11971 Phone: 631-765-1938 Email: JessicaM@southoldtownny.gov 1 AMAT"O 666 OLD COUNTRY ROAD, 9Ta FLOOR GARDEN CITY, NY 11530 LAW GROUP, P L L C TEL: 516.227.6363 1 FAX: 516.227.6367 June 27,2023 VIA HAND DELIVERY ,J9�I�.._ ... 2�� .._...... �' Town of Southold Building Department Town Hall Annex Building 54375 Route 25 Planning Board Southold,NY 11971 Re: Building Permit Application(the"Application")by New York SMSA Limited Partnership d/b/a Verizon Wireless ("Verizon Wireless") to the Town of Southold (the "Town") in connection with the upgrade of the existing public utility communication facility (the "Communication Facility") located at 415 Elijah's Lane, Mattituck, New York, with Suffolk County Tax Map designation Section 108 /Block 4/Lot 11.3 (the"Property") VerizonWirelessRef.: a ttituck LS6.../Our File No. 1l)0-006 ..-.....w w .........�. __ Dear Sir/Madam: In connection with the above-referenced Application to the Town for the upgrade of Verizon Wireless' existing Communication Facility at the Property, enclosed please find one (1) of each of the following, unless otherwise indicated: 1. Original Application for Building Permit, completed and executed; 2. Original signed Owner's Authorization; 3. Original signed Authorization and Consent Affidavit; 4. Redacted Fourth Amendment to Land Lease Agreement; 5. Certificates of Disability, Liability and Worker's Compensation Insurance for Comcell Construction Corp.,the general contractor; 6. Structural Analysis Report, prepared, signed and sealed by Adam Howe, P.E„ dated April 4, 2023; 7. Four(4) surveys of the Property; 8. Four (4) sets of construction drawings, prepared, signed, and sealed by Peter D. Smith, P.E., of B+T Group, dated March 29, 2023, and last revised June 16, 2023 (the "Construction Drawings"); and 9. Check payable to the "Town of Southold" in the amount of $550, representing the Application filing fee. As depicted in the Construction Drawings submitted herewith, Verizon Wireless proposes to upgrade its existing Communication Facility by, including but not limited to the following: removing and replacing nine(9)existing antennas with twelve(12)new antennas;removing and replacing six(6)existing remote radio heads ("RRHs") with and six (6) new RRHs; adding two (2) new OVPs and adding two (2) new hybrid cables within the monopole. All other existing equipment and appurtenances are to remain. 405 LEXINGTON AVENUE I CHRYSLER BUILDING,26'"FLOOR I NEW YORK,NY 10174 1 212.485.6000 402 MAIN STREET I SUITE 204 1 METUCHEN,NJ 08840 1 732.317.1511 �kIG Based upon the following, it is respectfully requested that the Town administratively approve Verizon Wireless' Application without delay. Please be advised that Verizon Wireless'Application is governed by Section 6409(a)of the Middle Class Tax Relief and Job Creation Act of 2012 (the "Spectrum Act"), codified at 47 U.S.C. § 1455(a), which provides, in relevant part,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). An"eligible facilities request"is defined as"any request for modification of an existing wireless tower or base station that involves—(A)eolloeation of new transmission equipment; (B)removal of transmission equipment; or (C) replacement of transmission equipment." See 47 U.S.C. § 1455(a)(2)(A)-(C) (emphasis added). The Federal Communications Commission (the "FCC") Report and Order No. 14-153, 29 FCC Red. 12865, adopted on October 17, 2014 (the "FCC Order"), codified at 47 C.F.R. § 1.6100, provides clarification of the Spectrum Act, and sets forth a 60-day time aeriod for review and approval of applications covered under the same. The 60-days is tolled, however, if the"local government determines the application is incomplete." Id. at § 1.6100 (c)(3). Such determination is only valid to toll the 60 days if it meets two additional requirements. First, the local government must notify the applicant of its determination of incompleteness within 30 days of receipt of the application and "clearly and specifically delineate all missing documents or information." (Emhasis added)Id. at § 1.6100 (c)(3)(i). Second, "documents or information" is limited: only to the extent [same is] reasonably related to determining whether the request meets the requirements of this section. 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".Id. at § 1.6.1 00(c)(1). Verizon Wireless respectfully submits that the Spectrum Act and the FCC Order directly apply to this Application, and require the Town to approve the same as proposed, without the need for a protracted zoning process or public hearing(s). Verizon Wireless currently operates the Communication Facility at the existing monopole located on the Property, which constitutes an existing "wireless tower" within the meaning of the Spectrum Act and FCC Order. As depicted on the Construction Drawings, and discussed above, Verizon Wireless proposes to modify its f"M;otu► Unication Facility by removing and replacing and adding antennas and equipment within the monopole. As such, Verizon Wireless' Application involves requests for removal, replacement, and collocation)of transmission equipment at the Communication Facility. 1 The FCC Order defines"collocation"as"the mounting or installation of transmission equipment on an eligible support structure for the purpose of transmitting and/or receiving radio frequency signals for communications purposes." See FCC Order§ 178. Further, Verizon Wireless' proposed modifications to the Communication Facility would not substantially change'the dimensions thereof. The top height of the proposed new antennas would be consistent with the top height of the existing antennas, and no portion of the modified Communication Facility will protrude from the edge of the wireless tower by more than twenty feet. Further, the modifications to the Communication Facility would not require any excavation or deployment beyond the area of the existing equipment compound. Finally, the proposed modifications would not affect any concealment elements of the existing Communication Facility.' Thus, based upon the foregoing,Verizon Wireless' proposed removal and replacement would"not substantially change the physical dimensions" of the existing Communication Facility, as defined in the Spectrum Act, and as clarified in the FCC Order. Accordingly, the Application constitutes an "eligible facilities request" for a modification to an existing tower, which the Town "may not deny, and shall approve"within 60 days. See, 47 C.F.R. Sec 1.600(c)(2). Since approval of the Application is not discretionary under the Spectrum Act, any submission requirements beyond those that establish that the Application pertains to an eligible facilities request are preempted. See, 47 C.F.R. Sec 1.6100(c)(1). If everything is in order, kindly issue the building permit for the proposed upgrade to the Communication Facility at your earliest convenience. If you should have any questions or comments, please do not hesitate to contact me. Thank you for your attention to this Application. CVtrttl ours, " � elfa . Atn Enclosures cc: Verizon Wireless(via e-mail,without enclosures) Crown Castle(via email,without enclosures) 2 The FCC Order provides an objective standard to determine when a modification will "substantially change the physical dimensions"of an existing"tower," including when: "(1) ... it increases the height of the tower ... by more than 10%, or by the height of one additional antenna array with separation from the nearest existing antenna not to exceed twenty feet, whichever is greater ... ;(2) ... it protrudes from the edge of the tower more than twenty feet,or more than the width of the tower structure at the level of the appurtenance, whichever is greater ... ; (3) it involves installation of more than the standard number of new equipment cabinets for the technology involved,but not to exceed four cabinets;(4)it entails any excavation or deployment outside the current site of the tower... ;(5)it would defeat the existing concealment elements of the tower... ;or(6)it does not comply with conditions associated with the prior approval of construction or modification of the tower... unless the non-compliance is due to an increase in height, increase in width, addition of cabinets, or new excavation that does not exceed the corresponding "substantial change"thresholds identified above." See FCC Order§ 188;see also FCC Report and Order No. 20-153,2020 WL 6501650(FCC October 27,2020). 3 Pursuant to the FCC's Declaratory Ruling and Notice of Proposed Rulemaking No. 20-75,35 FCC Red. 5977, adopted June 9, 2020, "concealment elements are elements of a stealth-designed facility intended to make the facility look like something other than a wireless tower or base station," and in order to defeat an existing conccaGment element,the same must have been"part of the facility that the locality approved in its prior review."See§§ 34,36. FT ,�r � ° TOWN OF SOUTHOLD –BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 httttps,.//)Yww.soud oldtown1"I .'ov Date Received APPLICATION FOR BUILDING PERMIT e4 1 . For Office Use Only PERMIT NO.. _........_............. .. Building Inspector:........ ........_...... ..m.............w .w._.ww.........._._. JUN 27 202 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Damuv'z Autherilation farm 4p.-e 24 shake,collated. Date: 6/26/2023 OWNER(S) OF PROPERTY: Name:Peconic Coastal Properties, LLC SCTM# 1000-108-4-11 .3 Project Address:415 Elljah's Lane, Mattituck, New York 11952 Phone#: Email: Mddr ing A ec/o:their Attorney-in-Fact SBA Towers IX LLC, by its Attorney-in-Fact, NCWPCS MPL22–Year Sites Mailing ss:I wer HoldiLlg5A °kt� l c rn�e o i 1 G CATT LL n F?C) o w_" k a_ cautwh l leu�s to 6 1 TELL— CONTACT PERSON: Name:c/o Gabriella Amato, Esq. of Amato Law Group, PLLC Mailing Address:666 Old Country Road, Suite 901 , Garden City, New York 11530 Phone#:(516) 227-6363 Email:GAmato@amatofirm com DESIGN PROFESSIONAL INFORMATION: Name:Peter D. Smith, P.E., of B+T Group Mailing Address:1717 S. Boulder, Suite 300, Tulsa, Oklahoma 74119 Phone#:(918) 587-4630 �- Email:marvin ph.illlps@btgrp.com� w CONTRACTOR INFORMATION: Name:Comcell Construction wCorp. Mailing Address:1373 Lincoln Avenue, Holbrook, New York 11741 Phone_#..:.. -5915_ ._._._ w_ ... ....._ Em_ail: Francom- el w_.cow m( 1 ) 654 _ .._ ... � __ DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: $.30,000.00 Will the lot be re-graded? Dyes *No Will excess fill be removed from premises? ❑Yes ®No P .,... . _w_..... .. wm.... Nev rrS dr i�rit d eitneii-5 d7ra7 . -erizori _i 6re;ss_��%ri� t_i�_ irel ss ),the Applic5n ht eiT1 n,proposes o upgrac:e its existing public utility wireless communication facility located at the above-referenced property, as more fully reflected in the construction drawincls submitted herewith and incor crated herein, 1 PROPERTY INFORMATION Existing use of property:Public utility wireless communication facility Intended use of property:Public utility wireless communication facility Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Industrial this property? ❑Yes ®No IF YES, PROVIDE A COPY. lig Check x After 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. on behalf of Applicant/Lessee New York SMSA Limited Partnership Application Submitted By(print name): d/b/a Verizon Wireless ®Authorized Agent ❑Owner Signature of Applicant: �ng- Date: 5/31/2023 Title: Network Etate STATE OF NEW YORK) SS: COUNTY OF __) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, "�Khe is the .. ( rXigtX�C9 �1 � 19G) Applicant/Lessee 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 7 LEt_�Nf 4 , Ngo G2iaf uQf, � _x � �of Sl. i 1�(ORK 20 ... ublic 01talified r1 iuffn.lk rp.un�y 2616 M`,!ConuniS,�icn `xp1u'es 0,5-2q 22 PROPERTY T I TI (Where the applicant is not the owner) c/o:their Attorney-in-Fact SBA Towers IX LLC, by its Attorney-in-Fact, NCWPCS MPL22—Year Sites Jenifer Bachi, on behalf of Peconic Coastal Tower Holdings LLC, by its Attorney-in-Fact, CCATT I, ...�ww._.... Pro ees�LLC. residing at LLC, PO Box 545, Southold, New York 11971 New York SMSA Limited Partnershp d/b/a Verizon Wireles, do hereby authorize c/o Amato Law Groin, PLLC to apply on my behalf . he Town of Southold Building Department for approval as described herein. wner's Signature Date Print Owner's Name 2 r �o TOWN OF SOUTHOLD—BUILDING DEPARTMENT �I Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 ht't. s:://www.sot,rt�l°roldt�Owrii, 10v BUILDING PERMIT APPLICATION INSTRUCTIONS&b CHECKLIST • Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. • The work covered by this application, including land clearing/site work, may not be commenced before issuance of a building permit. • No building shall be occupied or used in whole or in part for any purpose whatsoever until the Building Inspector issues a Certificate of Occupancy. • Every building permit shall expire if the work authorized has not commenced within twelve (12) months after the date of issuance or has not been completed within eighteen (18) months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an additional 6 months. Thereafter, a new permit shall be required. ALL APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING MATERIALS: ® Building Permit Application: Complete, signed and notarized. NA survey/site plan, drawn to scale at original size, showing the location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas and waterways. ®Four (4) sets of plans bearing the signature and original seal of a NYS licensed professional engineer or architect illustrating compliance with the Building Codes of New York State. FContractor's proof of insurance and Suffolk County license: • Certificate of Workers' Compensation Insurance (C105.2 or U26.3) AND a Certificate of Disability Benefits Compensation Insurance (DB120.1) • Certificate of Liability Insurance "Note: Final Fees will be calculated by the Building Department using the fee schedule. Fees will be collected after the permit is written" ADDITIONAL DOCUMENTATION MAY BE REQUIRED AS IDENTIFIED BELOW: ❑Suffolk County Department of Health Services Approval (original copy) ❑Approval of the Zoning Board of Appeals, Planning Board, and/or Historic Preservation Commission (if applicable) ❑Electrical Permit Application (FILED SEPERATELY): Electrician must have an active license with Suffolk County EJ Flood Plain Development Permit Application (if applicable) ❑Southold Town Trustees Permits may be required: If any work will be done within 100' of a tidal or fresh water wetland. ❑NYS D.E.C. Permits may be required: If any work will be done within 300' of a tidal wetland or 100' of a fresh water wetland ❑1 copy of ComCheck/ ResCheck(if applicable) ❑1 copy of Manual J, Manual D and Manual S (if applicable) ❑Utilization of truss re-en ineered wood timber construction form (if applicable) ❑Single and separate title search (if applicable) El Curb cut permit (NYS or Suffolk County form 239F) (if applicable) El Original signed Owners Authorization:if applicant is other than owner. 3 . TOWN OF SOUTHOLD—BUILDING DEPARTMENT a Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 lath asa�vrw,southoldtownn �,°'ov INSPECTION &CERTIFICATE OF OCCUPANCY INFORMATION It is the responsibility of the applicant, owner, or contractor to request inspections from the Building Department. Construction must be completed and certificate of occupancy must be obtained within eighteen (18) months, or the permit may need to be renewed. Building permits shall be visibly displayed at the work site and shall remain visible until the authorized work has been completed. Work shall remain accessible and exposed until inspected and accepted by the Building Inspector.The permit holder shall notify the Building Inspector when any element of work described below is ready for inspection. The following elements of the construction process shall be inspected, where applicable: • Footing reinforcement or pier excavation prior to pour; • Footing keyway with foundation wall reinforcement; • Foundation before backfill; • Foundation damp proofing; • Framing, tie down/strapping and plumbing; • Underground plumbing; • Perimeter insulation; • Rough electric; • Insulation and caulking; • Solid fuel-burning heating appliances, chimneys, flues or gas vents; • Energy Code compliance; and • A final inspection after all work authorized by the building permit has been completed. After all necessary inspections are completed additional documents, including but not limited to the following, may be required: • Suffolk County Health Department Approval —original copy • Plumbers Affidavit • Miscellaneous Certifications as requested by Pians Examiners or Inspectors The Certificate of Occupancy will be issued after all of the required documents are submitted to this office. No building may be used or occupied in whole or in part, until a Certificate of Occupancy shall have been issued by the Building Inspector. The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. The person responsible for this site must call in for all inspections listed above. Contact the Town of Southold Building Department at (631) 765-1802 to schedule your inspections. Please have your building permit number ready. 4 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) c/o: their Attorney-in-Fact SBA Towers IX LLC, by its -on-behalf of Attwney-in-Faot, NCWPCS MPL22—Year Sites Tower . Peconic Coastal Holdings LLC, by its Attorney-in-Fact, CCATT LLCO, ._.www... C residing at POBoac ta4N Southold„ New York 11871 I ,_,Properties,.....w..ww ..........! I Pro erties, ......................I--...... (Print property owner's name) (Mailing Address) do hereby authorize NewYork SMSALimited Partnership d/b/a ............ ...................__..____. ...M. .._._........... .._w......... ._....... .. ......._......_._...._.......................,,. (Agent) Verizon W.!.........._.w_.reless c/o Amato Law Group, PLLC to apply on my behalf to the —...... w_...................... .._. Southold Building Department. Peconic Coastal Properties, LLC by their Attorney-in-Fact SBA Towers IX LLC, by its Attorney-in-Fact, NCWPCS MPL22—Ye, "tes Tower Holdings LLC, by its Attorney-in-Fact, CCATT L. ( ) Sgt�atrtre,) late°) Jenifer Bachi, Site Acquisition Specialist ..� (Print Owner's Name) AUTHORIZATION AND CONSENT WHEREAS, New York SMSA Limited Partnership d/b/a Verizon Wireless ("Verizon Wireless"),having a principal place of business located at c/o Amato Law Group,PLLC,666 Old Country Road,Suite 901,Garden City,New York 11530,desires to upgrade its existing public utility wireless communication facility(the"Communication Facility")on certain real property located at 415 Elijah's Lane,Mattituck,New York,known as and designated as Section 108,Block 4,Lot 11.003 (the "Property"), owned by Peconic Coastal Properties LLC (the "Owner"), c/o their Attorney-in-Fact SBA Towers IX LLC,by its Attorney-in-Fact,NCWPCS MPL22—Year Sites Tower Holdings LLC,by its Attorney-in-Fact,CCATT LLC,with a mailing address of PO Box 545, Southold,New York 11971. WHEREAS,Verizon Wireless,in order to upgrade the existing Communication Facility, must submit to the Town of Southold (the"Town") certain zoning applications and/or building permit applications(collectively the"Applications"). WHEREAS,the Owner agrees and consents to Verizon Wireless'submission of all necessary Applications to the Town, as well as any other application required by any federal,state or local entity with jurisdiction thereof, such that the required approvals for the upgrade of the Communication Facility are necessary. NOW,THEREFORE,the Owner hereby authorizes,consents and agrees to have Verizon Wireless act as its agent,as follows: I. The Owner hereby consents to the filing of all Applications by Verizon Wireless with the Town,and any other necessary federal,state or local agency,with respect to the upgrade of the Communication Facility on the Property. 2. Verizon Wireless shall have the authority to act as the limited Agent for the Owner, thereby permitting Verizon Wireless to execute and complete any necessary documents on behalf of said Owner as may be required in order to obtain the necessary approvals and permits to upgrade the Communication Facility. 3. This Authorization shall be limited solely for the purpose of permitting Verizon Wireless to obtain the necessary approvals and permits to upgrade the Communication Facility,and for no other purpose. 4. This Authorization shall terminate,and be of no further force and effect,only after Verizon Wireless receives the necessary Town,federal,state and/or local approvals and permits required to upgrade the Communication Facility. Peconic Coastal Properties LLC, by their Attorney-in-Fact SBA Towers IX LLC,by its Attorney-in-Fact, NCWPCS MPL22 —Year Sites Tower Holdings LLC,by its Attorney-in- Fact,t,(,,`, `l` °LLC By N rna : cr,nilr llrtclsi Title: Site Acquisition Specialist Sword to beefs n tills the „ clay of 2023 Commonwealth of Pennsylvania-Notary Seal Claudia Wade,Notary Public Montgomery County Mycommission expires June 25,2023 2 Commission number 135 Notary Public Commission Member,Pennsylvania Association of Notaries YORK Workers' CERTIFICATE OF INSURANCE COVERAGE ---. STAT Compensation 4 Board 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 COMCELL CONSTRUCTION CORP. 1373 LINCOLN AVENUE 631-654-5915 HOLBROOK, NY 11741 Work Location of Insured(Only required if coverage is specifically limited to 1c.Federal Employer Identification Number of Insured certain locations in New York State,i.e.,Wrap-Up Policy) or Social Security Number 27-0807207 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Standard Security Life Insurance Company of New York Town of Southold 54375 Main Road 3b.Policy Number of Entity Listed in Box"1a" Southold, NY 11971 R90293-000 3c.Policy effective period 1/11/2013 to 2/7/2024 4. Policy provides the following benefits: Q A.Both disability and paid family leave benefits. B.Disability benefits only. 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 agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as desc`" d above. Date Signed 2�8�2023 By — (Signature of insurance carrier's authwi; d.._ LIH ndinsu�, B regrraLicensed Insurance Agent tr6 that insurance carrier) Telephone Number (212) 355-4141 _ Name and Title SUPERVISOR—DBL/POLICY SERVICES 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 4B, 4C or 5B is checked, this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 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 513 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 w _ ,, Please Note: Only insurance carriers licensed to write NYS disability and paid family leave bene(rts insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.9. Insurance brokers are NOT authorized fo issue this form. DB-120.1 (10-17) IIIIIIIP111°°1°1°1°°1°1°111°11°11°111°1111111 1 Uw Additional Instructions for Form D13-120.1 By signing this form, the insurance carrier identified in Box 3 on this form is certifying that it is insuring the business referenced in box"l a"for disability and/or paid family leave benefits under the New York State Disability and Paid Family Leave Benefits Law. The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in Box 2. The insurance carrier must notify the above certificate holder and theWorkers' Compensation Board within 10 days IF a policy is cancelled 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 coverage indicated on this Certificate. (These notices my 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 Disability and/or Paid Family Leave Benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or paid family leave benefits 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 NYS Disability and/or Paid Family Leave Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability and Paid Family Leave Benefits Law. DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand and twenty-one, the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b)The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or,authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a farm satisfactory to the chair,that the payment of disability benefits and after January first,two thousand eighteen, the payment of family leave benefits for all employees has been secured as provided by this article. 1313-120.1 (10-17)Reverse COMCCON-01 DATE ,d►co CERTIFICATE OF LIABILITY INSURANCE =7VJ812023 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(les)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 ri hts to the certificate holder in lieu of such endorsement S1. PRODUCER License#BR-870302 C LACT Darleen Aslanis,Ext.161 _ Millennium Alliance Group,LLC PHONE Eat 516 496-8004 161 a�tc No 534 Broadhollow Rd. �I " Ste.103 Aslanis man-Insurance.com Melville,NY 11747 INSURER S AFEQR—P N93 COVERAGE NAsc IN R a:Americani&e urp us I...lnes Insurancte"Co. 35361 INSURED Iaa R K.9jggrchants Preterreli L gRanc calx" rany� 12901" Comcell Construction Corp LNNSUIRCpi g..o RSUI,Indertin ty nsui nce Com an 22314 . 1373 Lincoln Avenue tNSKt u.ArcM SFilty Innuraa3 Co, 211$9 ... Holbrook,NY 11741 qw qg E:Lilac, lnsurarace Underwriters Inc 19917 l " �� INSURER F: COVERAGES CERTIFICATE N MBER: REVIS ON NUMEER: 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 CLAIMS.- rA TYPE OF INSURANCE ADDL SUBFI .. .._..,., POLICY NUMBER _"..._ .POLICY E, m.POLICY EXP LIMITS AM=Dffi X COMMERCIAL GENERAL LIABILITY 6t(.6iR;N"F 1,000,000 CLAIMS-MADE [:ill OCCUR X PLE73784301 7/8/2022 7/8/2023 DAMAGETORENTEO 50,000 " tCJt ll&R 1,000,000 S? % FNlFjoRAN„&ANJUty�D)IL2,000,0._0. 0 adN'L.AGGREGATE LIMIT APPLIES PER: ACOPTE POLICY ,X jCoc p2000r000 ET __._._ WHEW POLICYAGGREGAT $ 6,000,000 COMBINED SONGLE LIMIT 1,000,0001 IS AUTOMOBILE LIABILITY ----^-'-- X ANY AUTO CAP1052866 7/8/2022 7/8/2023 BOOIILY IN„JtlR'Y OWNED SCHEDULED BC"E6YLY lNJ&RY I;orac!d�"r"k S AUTOS ONLY AUTOS HIRED NON-OW NLY P LE preIDAMA.'"L Y „ AUTOS ONLY „„„ AUTOS O "° S C .. UMBRELLA LIAB X '..OCCUR r:»� ...�--"---- -- 2� � � !9 PTfPENk ' X EXCESS LIAB CLAIMS-MADE NHAO94791 7/8/2022 7/8/2023 ��rs�EGA"I "m2,000,000 DED RETENTION$ PER Tlt WORKERS COMPENSATION AND EMPLOYERS'LIABILITY YIN ANY PROPRIETORIPARTNERIEXECUTIVE -- L EACH AC'IDE ”AL...___ "^ OFFICERIMEMBER EXCLUDED? I EAq aL (Mandatory NIA .SgIn NH) . . FA 1.';M! Y.ff.,. If Ins,de¢scdbe under E,L DI 'A E-P' & Y NMI" OE, RIPTN NOW'Of'ERATq N^;buaV D Excess Liab. UXP104528401 77812022 718/2023 Per Occ/Per Agg 3,000,000 E Excess Liab. 1000352540-03 7/8/2022 7/8/2023 Per Occ/Per Agg 5,000,000 DESCRIPTION Of OPERATIONS I LOCATIONS I VEHICLES(ACORD let,Addltlonal Rernorkts Schedule ow be attached if"sore apace Is requ&redl Equipment Floater-Hartford Ins,Co.,Policy#12MSJE3032 9114122-9714/23$250,0110 I mit for leased or rented equipment. Installation Floater-Hartford Ins.Co.Policy#12MSJE3032 9714122-9114123$1,000„000 limit. Pollution Liability-Markel Insurance Co.-Policy 17MKLC1ENV100512 211712022-271712023 $1,000,000 Condition L,InTit/2,000,000 Agg.Limit. Town of Southold,54375 Main Road,Southold,New York,11971 is included as additional insured as required by written contract. CERTIFICATE HOLDE'Ft 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 Main Road Southold,NY 11971 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) O 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD NYSIF New York state Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^^^^^^ 270807207 " MILLENNIUM ALLIANCE GROUP LLC 534 BROADHOLLOW RD STE 103 . MELVILLE NY 11747 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER COMCELL CONSTRUCTION CORP TOWN OF SOUTHOLD 1373 LINCOLN AVENUE 54375 MAIN ROAD HOLBROOK NY 11741 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12108 505-5 776439 08/02/2022 TO 08/02/2023 2/8/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2108505-5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT 'NSUR NCE FUND rV DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 922430604 U-26.3 RECORDING REQUESTED BY AND AFTER RECORDING RETURN TO: Crown Castle 1220 Augusta.,Suite 600 Houston,Texas 77057 PREPARED OUT-OF-STATE BY: David A.Brooks Singleton Cooksey PLLC Attorneys at Law 6363 Woodway,Suite 600 Houston,Texas 77057 Tax Parcel No.: 1000-108-00-04-00-011-003 Cross Reference:Liber 1300012904,Page 801, Official Public Records of Suffolk County,New York FOURTH AMENDMENT TO LAND LEASE AGREEMENT THIS FOURTH AMENDMENT TO LAND LEASE AGREEMENT (this "Amendment") dated as of the last of the signature dates below (the "Effective ate.") by and between SBA TOWERS IX, LLC, a Delaware corporation ("Landlord'), having a mailing address of 8051 Congress Ave., Boca Raton, Florida 33487-1307, and NCWPCS MPL 22 — YEAR SITES TOWER HOLDINGS LLC,a Delaware limited liability company("Tenant"), by CCATT LLC, a Delaware limited liability company("CCATT"), its Attorney-in-Fact. WITNESSETH: WHEREAS, Gobil, a partnership ("Original Landlord"), and Cellular Telephone Company, a New York general partnership, d/b/a AT&T Wireless Services, a New York general partnership ("Original Teat"), entered into that certain Land Lease Agreement, and Rider to Lease, dated January 3, 1991 (collectively, the "Original_Lease"), whereby Original Landlord leased to Original Tenant a portion of the real property generally located at Elijah Lane and Route 25, in the Town of Southold, Suffolk County, New York ("Property'), as more particularly described in Exhibit `A' attached hereto, consisting of approximately ten thousand sixty (10,060) square feet together with access and utility easements appurtenant thereto (collectively,the"Premises"), as more particularly described in Exhibit `B' attached hereto; and WHEREAS,the Original Lease was amended by that certain Amendment to Land Lease Agreement last executed May 30, 1991 (the "First Amendment"). between Original Landlord and Original Tenant; and WHEREAS, the Original Lease was further amended by that certain Amendment I to Lease Agreement last executed November 4, 1999 (the "SecondAmendment! between Original Landlord and Original Tenant; By:(InitialsAE Date„.f 1JDoclypo 00219933-v4 BU#: 843211 Site Name:Mattituck SBA Site ID: NY18009-G Baxter o WHEREAS, the Original Lease was further amended by that certain Amendment H to Lease Agreement last executed February 17, 2000 (the "Third Amendment"), between Original Landlord and Original Tenant; (the Original Lease, the First Amendment, the Second Amendment,and the Third Amendment are collectively referred to collectively as the"Lease"); WHEREAS, Gobil, LLC, a Florida limited liability company ("Gobil") (as successor in interest to Original Landlord), and Landlord entered into that certain Easement Agreement, dated May 3,2016,and recorded March 16, 2017,in Liber D00012904, Page 801 in the Official Public Records of Suffolk County, New York, whereby Gobil granted Landlord an exclusive 50-year term easement in the Premises; WHEREAS, Gobil and Landlord entered into that certain Assignment, dated May 3, 2016, and recorded March 16, 2017, in Liber D00012904, Page '902, in the Official Public Records of Suffolk County,New York, whereby Gobil assigned all of its right,title, and interest in the Lease to Landlord; WHEREAS, Tenant is the current tenant under the Lease; and WHEREAS, the Lease has an initial term and renewal terms that will expire on December 31, 2020 (the "Original Term"), and Landlord and Tenant desire to enter into this Amendment in order to amend the Lease to, among other things, provide for additional renewal terms beyond the Original Term. NOW THEREFORE, for good and valuable consideration, the receipt and sufficiency of which are acknowledged, Landlord and Tenant agree as follows: 4. Term. Effective as of the expiration of the Original Term, the Lease shall be automatically extended, without need of any further documentation, for six (6) additional five (5) year terms, and one subsequent term of four (4) year term (each a "Renewal Term"), unless Tenant provides Landlord with notice of its intention not to renew at least ninety (90) days prior to the expiration of the then current Renewal Term. The Original Term and any Renewal Terms shall be collectively referred to herein as the "Lease Term." The parties acknowledge that pursuant to this Amendment, the Lease Term exceeds the Original Term by thirty-four (34) years, and that unless terminated sooner, the final Renewal Term will expire on December 31, 2054. BU#: 843211 Site Name:Mattituck SBA Site ID: NY18009-G Baxter 7. Governmental Allgrovals. If requested by Tenant, Landlord will execute, at Tenant's sole cost and expense, all documents required by any governmental authority in connection with any development of, or construction on, the Premises, including documents necessary to petition the appropriate public bodies for certificates, permits, licenses and other .approvals,deemed necessary by Tenant in Tenant's absolutediscretion to utilize fine-Premises for the purpose of constructing, maintaining and operating communication facilities, including without limitation, tower structures, antenna support structures, cabinets, meter boards, buildings, antennas, cables, equipment and uses incidental thereto. Landlord agrees to be named applicant if requested by Tenant. In furtherance of the foregoing, Landlord hereby appoints Tenant as Landlord's attorney-in-fact to execute all land use applications, permits, licenses and other approvals on Landlord's behalf. Landlord shall be entitled to no further consideration with respect to any of the foregoing matters. 00219933-0 3 BU#: 843211 Site Name:Mattituck SBA Site ID: NY18009-G Baxter 4 00219933-v4 4 BU#: 843211 Site Name: Mattituck SBA Site ID: NY18009-G Baxter a n a t [REMAINDER OF PAGE LEFT BLANK INTENTIONALLY; SIGNATURE PAGES BEGIN ON FOLLOWING PAGE] 00219933-v4 5 BU#: 843211 Site Name:Mattituck SBA Site ID: NY18009-G Baxter a IN WITNESS WHEREOF, the undersigned parties have caused this Amendment to be duly executed as of the Effective Date. LANDLORD: SBA TOWERS IX, 'C, a Delaware lili�Ea�it liability comp, By: .....ww___ .. ._.._....._...n. Name: AlyssaMm µu iha __v.w Title: Vioe Presideint Site Leasing Date: .12-21- I� STATE OF FLORIDA § COUNTY OF PALM BEACH § The foregoing Fourth Amendment to Land Lease Agreement was acknowledged before me this .24 day of- 'bexem�_ w_ ,2017,by Alyssa Houlihan, as the Vice President of Site Leasing of SBA TOWERS IX,LLC , a Delaware limited liability company, for and on behalf of said entity and for the consideration, intent and purposes set forth in the foregoing Fourth Amendment to Land Lease Agreement. She is personally known to me or has produced as identification. In Witness Whereof, I have hereunto signed this acknowledgment with said appearer, on the date set forth above. MY COV%100 I FF p 1 4 � _. EXPIRE&Febniaty 14„2018 Signat re c otary Pu li "'OFf B IhrtwB�thi 4arys s 1 Marjorie A. Franco Printed Name of Notary Public: My Commission Expires: [Seal] 00219933-v4 6 BU#: 843211 Site Name:Mattituck SBA Site ID: NY18009-G Baxter ,W 0 TENANT: NCWPCS MPL 22—YEAR SITES TOWER HOLDINGS LLC, a Delaware limited liability company By: CCATT LLC, a Delaware limited liability company its Attorney-in-Fact By: Name: Mi ._ " r w I Title: ._... Senior ..�,..._..__...�..__.—.._ Transaction manager Date: .. ...._.._�2 �.. d _:.w....... ..w_ . STATIE OF COLM"y OF...°_ _. § Th fagoing Fou r rid, mer to YLand Lease MatthewAgreement was acknowledged before me this da of0- 20 bI ,tr Ot as the _ 5 Po of CCATT ... s, a Delaware limited liability company,the Attorney- in-Fact of N+C WP MPL 22 — YEAR SITES TOWER HOLDINGS LLC, a Delaware limited liability company, for and on behalf of said entity and for the consideration i telt and purposes set forth in the foregoing Fourth Amendment to Land Lease Agreement /She is personally known to me or has produced q_�mm �. uw ww Pommmmmmmmmmm as identification. In Witness Whereof, I have hereunto signed this acknowledgment with said appearer, on the date set forth above. %, NICOLE AKETTE BENTON Notary Public,State of Texas - - - �— •. " Z Comm.Expires 12-13-2020 Signature of Notary Public Notary ID 130931009 Nicole Adette Benton Printed Name of Notary Public: My Commission Expires: [Seal] 00219933-v4 7 BIA 843211 Site Name:Mattituck SBA Site ID: NY18009-G Baxter w, 0 m Exhibit A Property SITUATED IN THE TOWN OF SOUTHOLD,COUNTY OF SUFFOLK,STATE OF NEW YORK: PARENT PARCEL: CERTAIN REAL PROPERTY AS SHOWN ON THE SUFFOLK COUNTY TAX MAP AS DISTRICT 1000, SECTION 108,BLOCK 4,LOT(S) 11.003 AND 11.002,AND BEING FURTHER DESCRIBED AS BEING LOT NO.2 ON A CERTAIN MAP ENTITLED,"MAP OF ALTERATION OF BOUNDARY LINE PROPOSED FOR WILLIAM J.BAXTER,JR.,PATRICIA BAXTER,ROBERT A.GOELLER,JR.AND JANE P.GOELLER,AT MATTITUCK,TOWN OF SOUTHOLD,SUFFOLK COUNTY,N.Y."FILED ON MAY 15, 1990 IN THE OFFICE OF THE SUFFOLK COUNTY CLERK AS MAP NO. 8937. TAX I.D.NUMBER: 1000-108.00-04.00-011.003 BEING A PORTION OF THE SAME PROPERTY CONVEYED TO GOBIL,LLC,A FLORIDA LIMITED LIABILITY COMPANY,GRANTEE,FROM WILLIAM J.BAXTER,JR.AND PATRICIA BAXTER, GRANTOR,BY DEED RECORDED 12/07/2011,AS BOOK 12678,PAGE 798 OF THE SUFFOLK COUNTY RECORDS. BEING THE SAME PROPERTY CONVEYED TO GOBIL,LLC,A FLORIDA LIMITED LIABILITY COMPANY,GRANTEE,FROM JANE B.GOELLER AS TRUSTEE OF THE GOELLER FAMILY SURVIVOR'S TRUST U/A DATED APRIL 5,2010,GRANTOR BY DEED RECORDED 3/30/2016,AS BOOK 12858,PAGE 542 OF THE SUFFOLK COUNTY RECORDS. BEING THE SAME PROPERTY CONVEYED TO GOBIL,LLC,A FLORIDA LIMITED LIABILITY COMPANY,GRANTEE,FROM JANE B.GOELLER AS TRUSTEE OF THE GOELLER FAMILY BY-PASS TRUST U/A DATED APRIL 5,2010,GRANTOR BY DEED RECORDED 3/30/2016,AS BOOK 12858,PAGE 545 OF THE SUFFOLK COUNTY RECORDS. 00219933-v4 Site Name:Mattituck A-1 BU#: 843211 m r Exhibit B Premises A PORTION OF ALL THAT CERTAIN PARCEL OF LAND LYING IN THE HAMLET OF MATTITUCK, COUNTY OF SUFFOLK,STATE OF NEW YORK,DESCRIBED IN DEED BOOK 12638 PAGE 545,DEED BOOK 12858 PAGE 542,DEED BOOK 12578 PAGE 798,FURTHER DESCRIBED AS: COMMENCING FROM AN EXISTING IRON PIPE,FOUND ON THE NORTHERN MOST CORNER OF SAID PARCEL(SUFFOLK COUNTY TAX PARCEL 1000-108.00-04.00-011.003),ALSO LYING ON THE WESTERN PUBLIC RIGHT OF WAY OF ELIJAHS LANE,HAVING NEW YORK STATE PLANE COORDINATES,(LONG ISLAND ZONE)E:I395323.13'-AND-N:307109.08',; THENCE,S 16°20'24"W FOR A DISTANCE OF 238.19 FEET TO THE POINT OF BEGINNING THENCE,S 66°02'03"W FOR A DISTANCE OF 101.79 FEET TO A POINT; THENCE,N 23°57'57 W FOR A DISTANCE OF 100.00 FEET TO A POINT; THENCE,N 660 02'03"E FOR A DISTANCE OF 100.00 FEET TO A POINT; THENCE,S 23°57'57"E FOR A DISTANCE OF 65.28 FEET TO A POINT; THENCE,N 66°02'03"E FOR A DISTANCE OF 1.66 FEET TO A POINT; THENCE,S 24° 10'26"E FOR A DISTANCE OF 34.72 FEET TO THE POINT OF BEGINNING CONTAINING 10060 SQFT-AND-0.23 ACRES. 00219933-v4 Site Name:Mattituck A-2 BU#: 843211 « u F k K 11111 ILII dill VIII� I�I IIT lid[ I�I�E (1� 11 I� ! II1111IIIf111111IIIJ1111 ffu"OLK ColffiTy -CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: EASEMENT Recorded: 03/16/2017 Number of Pages : 19 At: 12 :35:51 PM Receipt Number : 17-0044999 TRANSFER TAX NUMBER: 16-24575 LIBER: D00012904 PAGE: 801 District: Section: Block: Lot: 1000 108 .00 04.00 011.003 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $2,000,000. 00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $95.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15 .00 NO TP-584 $5.00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $200.00 NO Transfer tax $8,000. 00 NO Comm.Pres $37,000.00 NO Fees Paid $45,340.00 TRANSFER TAX NUMBER: 16-24575 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County c By:onftfals. AP-Ddo 11911 y Doc 709-t— Prepared by and Return to: -SBA Network Services, LLC WHEN RECORDED RETURN TO: Attn: Karen Mello OLD REPUBLIC TITLE 8051 Congress Avenue ATTN,COMMERCIAL POSTCLOSING 530 Boca Raton,FL 33487 SUITE 11TH MAIN ST SUITE 1031 561-226-9495 AKRON OHIO 44311 _ (330-436-6000) [Recorder's Use Above This Line] STATE OF NEW YORK COUNTY OF SUFFOLK Tax ID Number: 1000-108.00-04.00-011.003 EASEMENT AGM,EE +NT By and between GOBYL, LLC, a Florida limited liability company ("Grantor")with an address of 6915 SE Harbor Circle, Stuart,Florida 34996 and SBA TOWERS IX, LLC, a Delaware limited liability company ("Grante(e") with an address of 8051 Congress Avenue,Boca Raton, FL 33487 By initialing below, the Grantor does hereby acknowledge that the Grantor has received, reviewed and approved this Easement Agreement in which the Easement described herein is granted from Grantor to Grantee. Grantor i.nitial(s)here: _ OT--L- 00091631-v5 LLl NY18009-G USNY10002 BAXTER EASEMENT AGREEMENT This Easement Agreement ("Agreement") dated effective ; 2016, by and between GOBIL, LLC, a Florida limited liability company, with an address at 6915 SE Harbor Circle, Stuart, FL 34996 ("Grantor") and SBA TOWERS IX, LLC, a Delaware limited liability company, with an address of 8051 Congress Avenue,Boca Raton,FL 33487 ("Grantee"). BACKGROUND Grantor is the owner of the real property described on Exhibit `A' attached hereto (the "Premises"). Grantor desires to grant to Grantee certain easement rights with respect to the Premises, as more particularly described below,and subject to the terms and conditions of this Agreement.. AGREEMENTS For and in consideration of the covenants and agreements herein contained and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties hereto agree as follows: 1. Grant of Easements. Grantor, for itself and its heirs, personal representatives, successors and assigns, hereby grants and conveys unto Grantee, its tenants, lessees, sublessees, licensees, agents, successors and assigns: (i)an exclusive easement(the"Exclusive Easement")in and to that portion of the Premises more particularly described on Exhibit `B' hereto; and (ii) a non-exclusive easement in and to that portion of the Premises more particularly described on Exhibit `C' hereto (the "Access and Utility Easement"); and (iii) a non-exclusive fall radius easement in and to that portion of the Premises more particularly des gibed on Exhibit ID' hereto ((the"Fall Radius Easement') (the "Exclusive E ment," the "Access and Utility Easement,," and the"Fall Radius Easernent,"'being collectively referred to herein as the"Easements"). The Easements shall be used for the purposes set forth in Section 6 hereof; 2. Private E_asement. Nothing in this Agreement shall be deemed to be a dedication of any area for public use. All rights, easements, and interests herein created are private and do not constitute a grant for public use or.benefit. 3. Succes s Bound. This Agreement shall be binding on and inure to the benefit of the parties hereto and their respective heirs,personal representatives,lessees,successors and assigns. It is the intention of the parties hereto that all of the various rights,obligations,restrictions,and easements created in this Agreement shall run with the affected lands and shall inure to the benefit of and be binding upon all future owners and lessees of the affected lands and all persons claiming under them. 4. Duration. The duration of the Easements granted herein shall be Fifty(50) years from the date of this Agreement ("Term") unless Grantee provides written, recordable notice of its intent to terminate this Agreement, in which event this Agreement and all obligations of Grantee hereunder shall terminate upon Grantee's recordation of any such notice. Grantor may not terminate this Agreement. 00091631-v5 2 NY18009-G USNY10002 BAXTER ° « y 5. Easement Consider t orl. Grantor hereby acknowledges the receipt, contemporaneous with the execution hereof, of all consideration due hereunder, Accordingly, no additional consideration shall be due during the Term of this Agreement. Notwithstanding the foregoing, Grantor has granted to Grantee an additional area of five hundred (500) square feet as delineated on Exhibit 'E' hereto as the additional area (the "Additional Area"). In the event Grantee places any equipment in the Additional Area, Grantor shall be entitled to fifty percent (50%) of the revenue generated by the equipment situated in the Additional Area ("Revenue Share"). All Revenue Share contained herein shall be payable one month in arrears upon Grantee's receipt of rental payment from its tenant. Grantor acknowledges that Revenue Share shall only be due and payable for any portion of any tenant's rent attributable to its improvements located in the Additional Area. 6. Use o f isement Arg . (a) Tix lusiv Ease lgz.rt. Grantee and its designated customers, lessees, sublessees, licensees, agents, successors and assigns shall have the unrestricted right to use the Exclusive Easement for installing, constructing,maintaining, operating, modifying,repairing and replacing improvements and equipment, which may be located on the Exclusive Easement from time to time, for the facilitation of communications related uses in connection therewith and other uses as deemed appropriate by Grantee,in its sole discretion. Grantee may make any improvements, alterations or modifications on or to the Easements as are deemed appropriate by Grantee, in its sole discretion. At all times during the term of this Agreement,Grantee shall have the exclusive right to use, and shall have free access to,the Easements seven (7) days a week, twenty-four (24) hours a day. Grantee shall have the unrestricted and exclusive right to lease, sublease, license, or sublicense any structure or equipment on the Exclusive Easement and shall also have the right to license, lease or sublease to third parties any portion of the Exclusive Easement,but no such lease,sublease or license shall relieve or release Grantee from its obligations under this Agreement. Grantor shall not have the right to use the Exclusive Easement for any reason and shall not disturb Grantee's right to use the Exclusive Easement in any manner. Grantor and Grantee acknowledge that Grantee shall have the right to construct a fence around all or part of the Exclusive Easement, and shall have the right to prohibit anyone, including Grantor, fi-om entry into such Exclusive Easement. (b) �c lacl Utifty_)- 1ij, ntt. The Access and Utility Easement shall be used by Grantee, its tenants, lessees, sublessees, licensees, agents, successors and assigns for ingress and egress from and to the Exclusive Easement, as well as the construction, installation, operation and maintenance of overhead and underground electric, water, gas, sewer, telephone, data transmission and other utility facilities (including wires, poles, guys, cables, conduits and appurtenant equipment) with the right to construct, reconstruct, improve, add to, enlarge, change and remove such facilities, and to connect the same to utility lines located in a publicly dedicated right of way. Grantor shall not in any manner prevent access to, and use of, the Access and Utility Easement by Grantee or its tenants, lessees, sublessees, licensees, agents, successors and assigns and Grantor shall not utilize the Access and Utility Easement in any manner that interferes with Grantee's or its tenants', lessees', sublessees', licensees', agents', successors' and assigns' use of such area. If the Access and Utility Easement is currently used by Grantor 00091631-v5 3 NY18009-G USNY10002 BAXTER or its tenants, then Grantee shall not in any manner prevent access to, and use of, the Access and Utility Easement by Grantor or its tenants. (c) Fall Radius Easement. The Fall Radius Easement shall be governed as required by the appropriate governmental and regulatory authorities and shall be measured from the base of the antenna and/or tower structure erected, or to be erected, on the Exclusive Easement and extend one hundred and eighty(180) feet in all directions. 7. lwjgk1jpLnC acrd ))tgl s. Grantee's equipment, structures, fixtures and other personal property now or in the future on the Easements shall not be deemed to be part of the Premises, but shall remain the property of Grantee or its licensees and customers. At any time during the Term and within 180 days after termination hereof, Grantee or its customers shall have the right to remove their equipment, structures, fixtures and other personal property from the Easements. S. Assignment. Grantee may freely assign this Agreement, including the Exclusive Easement and the Access and Utility Easement and the rights granted herein, in whole or in part, to any person or entity (including but not limited to an affiliate of Grantee) at any time without the prior written consent of Grantor. If any such assignee agrees to assume all of the obligations of Grantee under this Agreement, then Grantee will be relieved of all responsibility hereunder. 9. t,oyenan s and Agr rcrept . (a) Grantor represents and warrants that it is the owner in fee simple of the Premises, free and clear of all liens and encumbrances and that it alone has full right to grant the Easements. Grantor further represents and warrants that Grantee shall peaceably and quietly hold and enjoy the Easements for the Term. (b) During the Term, Grantor shall pay when due all real property taxes and all other fees and assessments attributable to the Premises. If Grantor fails to pay when due any taxes affecting the Premises, Grantee shall have the right but not the obligation to pay such taxes and demand payment therefore from Grantor, which payment Grantor shall make within ten (10) days of such demand by Grantee. The provisions of the foregoing sentence shall survive the termination or expiration of this Agreement. (c) Grantor shall not cause the area comprising the Easements to be legally or otherwise subdivided from any master tract of which it is a part in such a way that the remaining tract containing the Easements is substantially the only use of the tract, nor shall Grantor cause the area comprising the Easements to be separately assessed for tax purposes. If it is determined by Grantee that the transfer of the Easements set forth herein requires or shall require the subdivision of the Premises,and if Grantee, in its sole judgment, determines that it desires to seek subdivision approval, then Grantor agrees to cooperate with Grantee, at Grantee's expense, in obtaining all-necessary approvals for such subdivision. 00091631-Y5 4 NY18009-G USNY10002 BAXTER (d) Grantor shall not grant, create, or suffer any claim, lien, encumbrance, easement, restriction or other charge or exception to title to the Premises that would adversely affect Grantee's use of the Easements. Grantor has granted no outstanding options to purchase or rights of first refusal with respect to all or any part of the Premises and has entered into no outstanding contracts with others for the sale, mortgage, pledge, hypothecation, assignment, lease or other transfer of all or any part of the Premises and there are no leases,written or oral,affecting the lands underlying the Easements. (e) Grantor has and will comply with all environmental, health and safety laws with respect to the Premises. (f) Grantor has not received notice of condemnation of all or any part of the Premises, notice of any assessment for public improvements, or notices with respect to any zoning ordinance or other law, order, regulation or requirement relating to the use or ownership of such lands and there exists no violation of any such governmental law, order, regulation or requirement and there is no litigation pending or threatened,which in any manner affects the Easements. (g) The representations and warranties made hereunder shall survive the Closing. Grantor agrees to indemnify, defend and hold harmless Grantee and its officers, directors, shareholders, agents and attorneys for, from, and against all damages asserted against or incurred by any of them by reason of or resulting from a breach by Grantor of any representatit-n, warranty or covenant of Grantor contained herein or in any agreement executed in connection herewith. 10. Non-Disturbance. During the Term, Grantor will not improve or grant any other easement, ground lease, lease, license, sale or other similar interest of or upon the Premises if such improvement or interest would interfere with Grantee's use of the Easements nor shall Grantor during the Term enter into any other lease, license or other agreement for a similar purpose as set forth herein, on or adjacent to the Premises. Grantee and its tenants, lessees, sublessees, licensees, agents, successors, and assigns are currently utilizing the Exclusive Easement for the non-exclusive purpose of transmitting and receiving telecommunication signals, Grantor and Grantee recognize the Grantee's use of the easement rights set forth in this Agreement would be frustrated if the telecommunications signals were blocked, if an obstruction were built that would cause interference with such transmission, if access and/or utilities to and from the Exclusive Easement were partially and/or completely inhibited, or if Grantee's use was otherwise materially interfered with or prevented. Grantor, for itself, its successors and assigns, hereby agrees to use its best efforts to prevent the occurrence of any of the foregoing, and shall promptly undertake any remedial action necessary to do so. Grantee shall have the express right to seek an injunction to prevent any of the activity prohibited by this Section 10. 11. ees al ,Utilities. To the extent not otherwise addressed herein, (or to the extent any access and utility easement specifically referenced herein, including but not limited to the Access and Utility Easement or the Exclusive Easement, if applicable, cannot, does not, or will not fully accommodate the access and utility needs of the Exclusive Easement at any time), Grantor hereby grants and conveys unto Grantee, its tenants, lessees, sublessees, licensees, agents, successors and assigns, full, complete, uninterrupted and unconditional access to and fiom the Exclusive Easement, seven days a 00091631-v5 5 NY18009-G USNY10002 BAXTER Qa . week, 24 hours a day, over and across any adjacent property now or hereafter owned by Grantor, for, without limitation, ingress and egress to and from the Exclusive Easement, as well as the construction, installation, location, maintenance, relocation and repair of overhead and/or underground utility connections, including electric, telephone, gas, water, sewer, and any other utility connection, provided that Grantee shall repair any damages to the Premises caused by such access. This easement, and the rights granted herein, shall be assignable by Grantee to any public or private utility company to further effect this provision. Grantor agrees to maintain all access roadways from the nearest public right of way to the Exclusive Easement in a manner sufficient to allow for pedestrian and vehicular access to the Exclusive Easement at all times. If it is reasonably determined by Grantor or Grantee that any utilities that currently serve the Exclusive Easement are not encompassed within the description of the Access and Utility Easement set forth herein, then Grantor and Grantee agree to amend the description of the Access and Utility Easement set forth herein to include the description of such areas. If it becomes necessary to relocate any of the utility lines that serve the Exclusive Easement, Grantor hereby consents to the reasonable relocation for such utility lines upon the premises for no additional consideration, and hereby agrees to reasonably cooperate with Grantee to create a revised legal description for Access and Utility Easement that will reflect such relocation. 12. tort aees' Continuation Il gl1't at otic and ;ur�e. Grantee may from time to time grant to certain lenders selected by Grantee and its affiliates (the"Lender") a lien on and security interest in Grantee's interest in this Agreement and all assets and personal property of Grantee located on the Easements, including, but not limited to, all accounts receivable, inventory, goods, machinery and equipment owned by Grantee ("Personal Property") as collateral security for the repayment of any indebtedness to the Lender. Should Lender exercise any rights of Grantee under this Agreement, Grantor agrees to accept such exercise of rights by Lender as if same had been exercised by Grantee. If there shall be a monetary default by Grantee.under the Agreement, Grantor shall accept the cure thereof by Lender within fifteen(15)days after the expiration of any grace period provided to Grantee under this Agreement to cure such default, prior to terminating this Agreement (if permitted by the terms hereof). If there shall be a non.-monetary default by Grantee under this Agreement, Grantor shall accept the cure thereof by Lender within thirty (30) days after the expiration of any grace period provided to Grantee under this Agreement to cure such default, prior to terminating this Agreement (if permitted by the terms hereof). Hereafter,this Agreement may not be amended in any respect which would be reasonably likely to have a material adverse effect on Lender's interest therein or surrendered, terminated or cancelled, without the prior written consent of Lender. If the Agreement is terminated or is rejected in any bankruptcy proceeding, Grantor will enter into a new easement agreement with Lender or its designee on the same terms as this Agreement within 15 days of Lender's request made within 30 days of notice of such termination or rejection, provided Lender pays all past due amounts under the Agreement, if any. The foregoing is not applicable to normal expirations of this Agreement. Grantor hereby agrees to subordinate any security interest, lien, claim or other similar right, including, without limitation, rights of levy or distraint for rent, Grantor may have in or on the Personal Property, whether arising by agreement or by law,to the liens and/or security interests in favor of the Lender,whether currently existing or arising in the future. Nothing contained herein shall be construed to grant a lien upon or security interest in any of Grantor's assets. Simultaneous with any notice of default given to Grantee under the terms of this Agreement, Grantor shall deliver of copy of such notice to Lender at an address to be provided by 00091631-v5 6 NY18009-G USNY10002 BAXTER yM fi m n a a y 9 Grantee. 13. Notices. All notices required to be given by any of the provisions of this Agreement, unless otherwise stated, shall be in writing and delivered in person or by a national overnight delivery service (and shall be effective when received, when refused or when the same cannot be delivered)to the appropriate party at the address set forth below (or at such other address designated in writing pursuant to the terms hereof): To Grantor: Gobil,LLC 6915 SE Harbor Circle Stuart,FL 34996 To Grantee: SBA Towers IX,LLC 8051 Congress Avenue Boca Raton,FL 33487 Attn: Legal Dept. RE: NY18009-G USNY10002 Baxter 14, Force Maieure. The time for performance by Grantor or Grantee of any term, provision,or covenant of this Agreement shall be deemed extended by time lost due to delays resulting from strikes, civil riots, floods, labor or supply shortages, material or labor restrictions by governmental authority, litigation, injunctions, and any other cause not within the control of Grantor or Grantee, as the case may be. 15. Recording. This Agreement shall be recorded at either Grantor's or Grantee's option. 16. Miscellaneous. This Agreement shall be binding upon and shall inure to the benefit of the parties hereto and their respective heirs, legal representatives, successors and assigns. This Agreement shall be governed by and construed in accordance with the laws of the state or commonwealth where the Premises are located. 17. C'a Ir prr3l lea hips. The captions and headings in this Agreement are for convenience and shall not be held or deemed to define, limit, describe, explain, modify, amplify or add to the interpretation,construction or meaning of any provisions of or the scope or intent of this Agreement. 18. Qurnu.lalive Remedies.. Except as otherwise expressly provided herein, each and every one of the rights, benefits and remedies provided to Grantor or Grantee by this Agreement, or by any instrument or documents executed pursuant to this Agreement, are cumulative and shall not be exclusive of any other of said rights,remedies and benefits allowed by law or equity to Grantee. 19. Counterparts, This Agreement may be executed in one or more counterparts, and by the d, different parties hereto in separate counterparts, each of which when executed shall be deemed to be an original but all of which taken together shall constitute one and the same agreement. a 00091631-0 7 e NY18009-G USNY10002 BAXTER k 0 w d 20. Severability. If any provision of this Agreement is deemed unenforceable in whole or in part, such provision shall be limited to the extent necessary to render the same valid or shall be excised from this Agreement,as circumstances require, and this Agreement shall be construed as if such provision had been so limited or as if such provision had not been included herein, as the case may be. Additionally, if any laws, rules or regulations promulgated by any state, county or local jurisdiction, including without limitation those concerning zoning, subdivision or land use, or should any court of competent jurisdiction, make the sale of the Easements herein either void or voidable,Grantor agrees that upon the written request of Grantee, the grant of the Easements shall convert to a ground lease between Grantor, as lessor, and Grantee, as lessee, (with the Exclusive Easement area being the leased premises therein, and the Access and Utility Easement area remaining a non-exclusive easement for access and utility purposes) for uses consistent with those set forth in Section b hereof, and containing other terms and conditions acceptable to both parties; provided that Grantee shall not be required to obtain the consent of Grantor to enter into any sublease or license of any portion of the Exclusive Easement or to permit sublessees or licensees to utilize the Access and Utility Easement; nor shall Grantor be entitled to any additional consideration in connection with such subleases and licenses; and provided that the delivery of the consideration paid by Grantee to Grantor for the Easements at the execution of this Agreement shall constitute the prepayment of rent under such ground lease for an extended term of 50 years. 21. Attorney's Fees. If there is any legal action or proceeding between Grantor or Grantee arising from or based on this Agreement, the unsuccessful party to such action or proceeding shall pay to the prevailing party all costs and expenses, including reasonable attorney's fees and disbursements incurred by such prevailing party in such action or proceeding and in any appeal in connection therewith. If such prevailing party recovers a judgment in any such action, proceeding or appeal, such costs, expenses and attorney's fees and disbursements shall be included in and as a part of such judgment. 22. jartl c mm. rndllin tur 1lenclrtt. This Agreement and the closing documents executed in connection therewith, constitute the entire understanding between the parties with regard to the subject hatter hereof and there are no representations, inducements, conditions, or other provisions other than those expressed herein. This Agreement may not be modified, amended, altered or changed in any respect except by written agreement and signed by each of the parties hereto, 23. Zoning. To the extent any improvements, whether now or in the future existing, upon the Exclusive Easement do not meet zoning or other land-use requirements, or to the extent such improvements may otherwise have to be constructed and/or relocated, Grantor hereby consents to the reasonable construction and/or relocation of such improvements to accommodate such requirements and agrees to reasonably cooperate with Grantee to create a revised legal description for the Exclusive Easement and the Access and Utility Easement. Grantor hereby covenants and agrees that neither Grantor nor an affiliate of Grantor shall at anytime file an opposition to a zoning or land use application of Grantee or in any way publicly oppose Grantee at a zoning hearing or other land use proceedings in connection with the Premises and the Easements; and that Grantor shall promptly cooperate with Grantee in making application for obtaining all licenses, permits, and any other necessary approvals that may be 00091631-0 8 NY18009-G USNY10002 BAXTER required for-Grantee's intended use of the Easements. r 24. R,- A ,. If the rule against perpetuities or any other rule of law would ar st 'er it%e invalidate the Easements or any portion or provision hereof or would limit the time during which the Easements or any portion or provision hereof shall be effective due to the potential failure of an interest in property created herein to vest within a particular time, then each such interest in property shall be effective only from the date hereof until the passing of twenty (20) years after the death of the last survivor of the members of Congress of the United States of America (including the House of Representatives and the Senate)representing the state in which the Premises is located who are serving on the date hereof, but each such interest in property shall be extinguished after such time, and all other interests in property created herein and all other provisions hereof shall remain valid and effective without modification. 25. C11i:e 1~'eriod. Default. No party to this Agreement shall be in default of the terms thereof until thirty(30) days following the date of the defaulting party's receipt of notice of default from the non- defaulting party. In the event such default is not reasonably capable of cure within such thirty (30) day period and such defaulting party promptly and diligently pursues the cure of such default during such cure period, such cure period shall be extended for so long as the defaulting party diligently pursues such cure for a maximum of ninety (90) additional days. In no event shall Grantor be entitled to terminate this Agreement as a result of or remedy for any breach or default thereunder by Grantee. In the event Grantor fails to comply with the terms of this Agreement, Grantee may, in its sole and absolute discretion, cure any such default, and to the extent Grantee incurs any expenses in connection with such cure (including but not limited to the amount of any real property taxes Grantee pays on behalf of Grantor), Grantor agrees to promptly reimburse Grantee for such expenses inured and hereby grants Grantee a security interest and lien in the Premises and the parent parcel in which it is located, if any, to secure Grantor's F obligation to repay such amounts to Grantee. w a 26. I .i ht of Fimt R fus jItE usiv ty,. If at any time during term of this Agreement, Grantor Y receives a bona fide written offer from a third person (the "Offer") to sell, assign, convey, lease or otherwise transfer or create any interest in the Easements and/or Premises, or any portion thereof, which Grantor desires to accept,Grantor shall fust give Grantee written notice (including a copy of the proposed contract)of such Offer prior to becoming obligated under such Offer,with such notice giving Grantee the right to purchase the Easements for a pro-rata price based on the size that the Easements are to the portion e of the Premises described in the Offer. Grantee shall have a period of thirty (30) days after receipt of Grantor's notice and terms to accept the Offer or exercise Grantee's right to purchase the Easements and r exercise this right of fust refusal by notifying Grantor in writing. If Grantee has not accepted the Offer or exercised its right to purchase the Easements in writing to Grantor within such thirty (30)day period,the Offer will be deemed rejected. In addition to the above, Grantor shall not, at any time during the term of this Agreement, grant any interest in any portion of the Premises (other than the conveyance of fee simple title to the entire Premises) to any third parry without the prior written consent of Grantee, in Grantee's sole and absolute discretion. Q n As part of Grantee's right to the undisturbed use and enjoyment of the Easements, Grantor shall not, at 00091631-v5 9 NY18009-G USNY10002 BAXTER I', « k w. rol r " any time during the term of this Agreement(i)use or suffer or permit another person to use any portion of the Premises or any adjacent parcel of land now or hereafter owned, leased or managed by Grantor for the uses permitted herein or other uses similar thereto, or (ii) grant any interest or an option to acquire any interest in any portion of the Premises that permits (either during the term of this Agreement and/or after the term hereof) any of the uses permitted under this Agreement without the prior written consent of Grantee, in Grantee's sole discretion. Grantor may not assign any Easement Payment or this Agreement or any rights hereunder,except in connection with conveyance of fee simple title to the Premises,without the prior written consent of Grantee,in Grantee's sole and absolute discretion. 27. Further Acts: Attorney-In-Fact. Grantor shall cooperate with Grantee in executing any documents necessary to protect Grantee's rights under this Agreement or Grantee's use of the Easements and to take such action as Grantee may reasonably require to effect the intent of this Agreement. Grantor hereby irrevocably appoints Grantee as Grantor's attorney-in-fact coupled with an interest to prepare, execute and deliver land-use and zoning applications that concern the tower or the tower facilities, on behalf of Grantor with federal,state and local governmental authorities. [The remainder of this page is intentionally left blank.Signatures to follow.] ryry R 6 « pp r ��wauww•wa '�w#�„amuzaw ,w+.me+ueaauw"u„ y�; v 1 Myt y"'A^N!M"dVwftnlW"wq"A"Y'9 r..pW Pko J AP'1,w4n.}„aq u?.l°,0'pA'4tl b k , ..dldy.r, « 00091631-v5 10 NYi 8009-G USNY10002 BAXTER 6 IN WITNESS WHEREOF,the parties hereto have caused this Agreement to be executed as of the dates written below. WITNESSES: GRANTOR: � GOBIL,LLC,a Florida limited liability company � �.. By. Prin t ., William J. Baxte(jManaging Member Print Nalr e: " STATE OF FLORIL A COUNTY OF .. .._. _ _ The foregoing instrument was acknowledged before me April 2016, by William J. Baxter, f Managing Member of Gobil, LLC, a Florida limited liability company on behalf of the company, who is personally known to me. S�tha Mine 1 NOTARY PUBLIC STp,'�" OF FLORIDA � common-F937279 1% y PUb11C _.._......._..-..... � Expires 1111912019 N I x PrintNaine` My Commission Expires:.-11 .1 t" & (NOTARY SEAL) A r i I W091631-v3 11 NY18009-G USNY10002 BAXTER WITNESSES: GRANTEE: SBA TOWERS IX,LLC, a Delaware limited liability company Print Name: ..�....�.._..._.._... �.�.._.........�.�.._. > 1 Thomas P.Hunt Executive Vice President&General Counsel Print'Name: STATE OF FLORIDA COUNTY OF PALM BEACH The foregoing instrument was acknowledged before me 1,4au 3 .. 2016,by Thomas P. Hunt, the Executive Vice President & General Counsel SBA Towers 1X, LLC, a Delaware limited liability company on behalf of the company, who is personally known to me. ...,,, DENISE Pd_SCHEAER �,: ��d c `� r,. Notary Public-5tala of Florida ;+ � �« Notary Public m My Comm.Expires Apr 24,2017 y Cnmmission-FF 005763 Print Name: Bonded Through National Notary Assn. . . �� My Commission Expires:._~~~~. (NOTARY SEAL) 00091631-v5 12 NY18009-G USNY10002 BAXTER 10/4/22,3:57 PM RealQuest.com®-Report Property Detail Report For Property Located At : 415 ELIJAHS LN, MATTITUCK, NY 11952 CoreLogic, RealQuest Professional Owner Information Owner Name: PECONIC COASTAL PROPERTIES LLC Mailing Address: PO BOX 545,SOUTHOLD NY 11971-0545 B005 Vesting Codes: 11 Location Information Legal Description: County: SUFFOLK,NY APN: 1000-108-00-04-00-011-003 Census Tract/Block: 1700.04/3 Alternate APN: 47380013807 Township-Range-Sect: Subdivision: WILLIAM J BAXTER JR Legal Book/Page: Map Reference: 1081 Legal Lot: 11 Tract#: Legal Block: 4 School District: 473812 Market Area: 473889 School District Name: MATTITUCKCUTCHOGUE Neighbor Code: Munic/Township: SOUTHOLD TOWN Owner Transfer Information Recording/Sale Date: I Deed Type: Sale Price: 1 st Mtg Document* Document#: Last Market Sale Information Recording/Sale Date: 09M2/2019/08/02/2019 1st Mtg Amount/Type: $510,500/PRIVATE PARTY Sale Price: $710,500 1st Mtg Int.Rate/Type: / Sale Type: 1 st Mtg Document#: 23060-455 Document#: 13028-403 2nd Mtg Amount/Type: / Deed Type: BARGAIN&SALE DEED 2nd Mtg Int.Rate/Type: / Transfer Document#: Price Per SgFt: New Construction: Multi/Split Sale: Title Company: Lender: PRIVATE INDIVIDUAL Seller Name: GOBIL LLC Prior Sale Information Prior Rec/Sale Date: / Prior Lender: Prior Sale Price: Prior 1st Mtg Amt/Type: f Prior Doc Number: Prior 1st Mtg RatefType: I Prior Deed Type: Site Information Land Use: WAREHOUSE Acres: 1.85 County Use: Lot Area: 80,586 Usable Lot: State Use: STORAGE/WAREHOUSE (440) Lot Width/Depth: x Lot Shape: Site Influence: Commercial Units: Bldg Width/Depth: x Sewer Type: #of Buildings: 1 Building Class: 170 Topography: Zoning: LB Water Type: Water District: Tax Information Total Value: $8,400 Assessed Year: 2021 Property Tax: $6,261.04 Land Value: $4,500 Improved%: 46% Tax Area: 473889 Improvement Value: $3,900 Appraisal Dist: 3889 Tax Year: 2022 Total Taxable Value: Fire Dist: Tax Exemption: Market Value: $954,545 Garbage Dist: Equal Rate: Equal Year: hftps://pro.realquest.com/jsp/report.jsp?&action=confirm&type=getreport&recordno=0&reportoptions=0&1664923622163&1664923622164 1/5 10/4/22,3!51 PM RealQuest.com @ Report Property Characteristics Year Built Eff: I Total Rooms/Offices: Heat Type: Gross Area: Total Restrooms: Heat Fuel: Building Area Garage Area: Air Cond: Tot Adj Area: Garage 2 Area: Construction: Rentable Area: Garage Capacity: Exterior wall: Addition Area: Parking Spaces: Interior wall: Ground Floor Area: Basement Area: Roof Type: Base/Main Area: Pool: Roof MateriaL Upper Area: Pool Area: Foundation: Above Grade: Quality: Floor Type: #of Stories: Condition: Floor Cover: Other Rooms: Other Improvements: Building Permit Bldg Comments: Parcel Comments: 1EXtra'Features Description: Unit.............. Size/QtyMMMm Width:-- DepthYear Buili� Improvement Value: ............ ------....... --- ----------- ----------- .. ........ Latest Recording:08/12/2022 hftps://pro.realquest.com/jsp/report.jsp?&action=confirm&type=getreport&recordno=O&reportoptions=0&1664923622163&1664923622164 2/5 1-9/4/22,3:57'PM RealQuest,com®-Report Street Map Plus Report For Property Located At ore Logic, RealQuest Professional 415 ELIJAHS LN, MATTITUCK, NY 11952 11 n r fk, i https://pro.realquest.com/jsp/report.jsp?&action=confirm&type=getreport&recordno=0&reportoptions=0&1664923622163&1664923622164 3/5 40/4/22,3°57 PM RealQuest.com®-Report Transaction History Report For Property Located At orel_091C RealQuest Professional 415 ELIJAHS LN, MATTITUCK, NY 11952 TRANSACTION HISTORY History Record#: 1 Sale: Sale Recording 09/12/2019 Sale Price: $710,500 Date: Sale Date: 08/02/2019 Sale Price Type: Rec.Document#: 13028-403 Multi/Split Sale: Document Type: BARGAIN&SALE DEED Other Document#: Title Company: Buyer: PECONIC COASTAL PROPS LLC Seller: .GOBIL.LLC Finance: Mtg Recording 09/12/2019 Mtg Loan Type: PRIVATE PARTY Date: Mtg Document#: 23060-455 Mtg Rate Type: Document Type: MORTGAGE Mtg Term: 20 YEARS Lender: PRIVATE INDIVIDUAL Mtg Rate: Loan Amount: $510,500 Borrower Vesting: //Co ARM Rider Pre-payment Indicator: Penalty Indicator: Initial Rate Reset Interest Only Cap: Indicator: Payment Option Negative Indicator: Amortization Indicator: ARM Rate Change ARM Index Type: Frequency: ARM Maximum% ARM Initial Rate Rate: Change Date: ARM Rate Change ARM Rate Change Margin: Limit: ARM Rate Change ARM Payment Interval: Change Date: Borrower 1: PECONIC COASTAL PROPS LLC Borrower 2: Borrower 3: Borrower 4: History Record#: 2 Sale: Sale Recording 03/30/2016 Sale Price: Date: Sale Date: 03/25/2016 Sale Price Type: Rec.Document#: 12858-545 Multi/Split Sale: Document Type: FORECLOSURE DEED Other Document M Title Company: ATTORNEY ONLY Buyer: GOBIL LLC Seller: GOELLER FAMILY TRUST History Record M 3 https:Hpro.realquest.com/jsp/report.jsp?&action=confirm&type=getreport&recordno=0&reportoptions=0&l 664923622163&1664923622164 4/5 40/4/22,3?57�PM RealQuest.com Report Sale: Sale Recording 03/30/2016 Sale Price: Date: Sale Date: 03/25/2016 Sale Price Type: Rec.Document#: 12858-542 Multi/Split Sale: Document Type: FORECLOSURE DEED Other Document#: Title Company: ATTORNEY ONLY Buyer: GOBIL LLC Seller: GOELLER FAMILY TRUST I History Record#: 4 Sale: Sale Recording 12/07/2011 Sale Price: Date: Sale Date: 10/14/2011 Sale Price Type: Rec.Document#: 12678-798 Multi/Split Sale: MULTI Document Type: BARGAIN&SALE DEED Other Document M Title Company: Buyer: GOBIL LLC yeller: 9AXTC-RWILLIAM d dR4,PAT-RIOIA History Record#: 5 Sale: Sale Recording 09124/2010 Sale Price: Date: Sale Date: 08125/2010 Sale Price Type: Rec.Document#: 12638-429 Multi/Split Sale: Document Type: QUIT CLAIM DEED Other Document M Title Company: ATTORNEY ONLY Buyer: GOELLER FAMILY SURVIVORS TRUST Seller: GOELLER JANE B History Record#: 6 Sale: Sale Recording 09/24/2010 Sale Price: Date: Sale Date: 08125/2010 Sale Price Type: Rec. Document#: 12638-428 Multi/Split Sale: Document Type: EXECUTOR'S DEED Other Document M Title Company: ATTORNEY ONLY Buyer: GOELLER FAMILY BY-PASS TRUST Seller: GOELLER ROBERT A https://pro.realquest.com/jsp/report.jsp?&action=confirm&type=getreport&recordno=0&reportoptions=0&1664923622163&1664923622164 5/5 Date: April 4, 2023 Tower Engineering Professionals 326 Tryon Road Raleigh, NC 27603 (919) 661-6351 Subject: Structural Analysis Report Carrier Designation: Verizon Wireless Co-Locate Site Number: 5000193684 Site Name: Mattituck Crown Castle Designation: BU Number: 843211 Site Name: Mattituck JDE Job Number: 745021 Work Order Number: 2217925 Order Number: 648700 Rev. 0 Engineering Firm Designation: TEP Project Number: 218919.839766 Site Data: 415 Elijahs Lane, Mattituck, Suffolk County, NY 11952 Latitude 400 59'57.79", Longitude-72°30'40.17" 107.5 Foot-Monopole Tower Tower Engineering Professionals is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above-mentioned tower. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC7: Proposed Equipment Configuration Sufficient Capacity This analysis utilizes an ultimate 3-second gust wind speed of 128 mph as required by the 2020 New York State Uniform Code. Applicable Standard references and design criteria are listed in Section 2-Analysis Criteria. Structural analysis prepared by: Gautam Sopal, E.I. / DEN p NbR iI I� Respectfully submitted by: 1>1 r7 Ad. Adam N. Howe, P.E. 1069Bp �SSI �` r 4-4-2023 RECEIVED JLN 2 2023 gown Planning Board April 4, 2023 107.5-ft Monopole Tower Structural Analysis Report CCI BU No 843211 TEP Project Number 218919.839766, Order 648700, Revision 0 Page 2 TABLE OF CONTENTS 1) INTRODUCTION 2)ANALYSIS CRITERIA Table 1 - Proposed Equipment Configuration Table 2- Other Considered Equipment 3)ANALYSIS PROCEDURE Table 3- Documents Provided 3.1)Analysis Method 3.2)Assumptions 4)ANALYSIS RESULTS Table 4- Section Capacity (Summary) Table 5-Tower Component Stresses vs. Capacity 4.1) Recommendations 5)APPENDIX A tnxTower Output 6)APPENDIX B Base Level Drawing 7)APPENDIX C Additional Calculations tnxTower Report-version 8.1.1.0 April 4, 2023 107.5-ft Monopole Tower Structural Analysis Report CCI BU No 843211 TEP Project Number 218919.839766, Order 648700, Revision 0 Page 3 1) INTRODUCTION This tower is a 107.5-ft monopole tower designed by Paul J. Ford and Company. The tower has been modified per reinforcement drawings prepared by Paul J. Ford and Company in April of 2019. 2)ANALYSIS CRITERIA TIA-222 Revision: TIA-222-H Risk Category: II Wind Speed: 128 mph Exposure Category: C Topographic Factor: 1.0 Ice Thickness: 1.0 in Wind Speed with Ice: 50 mph Service Wind Speed: 60 mph Table 1 - Proposed Equipment Configuration Center Number Number Feed Mounting Line Antenna Level (ft) Elevation of Manufacturer Antenna Model of Feed Line ft) Antennas Lines Size(in) 6 _ ,Commscope NHH-65B-R2B w/Mount Pipe .. ......... 3 Samsung MT6407-77A w/Mount Pipe "Telecommunications 3 Samsung XXDWMM-12.5 65-8T-CBRS �'Tel'e-co' mmunications� w/Mount Pipe _ _ _ _ 12 7/8 78.0 78.0 3 Samsung RF4439D-25A 3 1-1/4 Telecommunications 3 SamsungRF4440D-13A Telecommunications 3 _. ,,.. . Raycap RXXDC . ,,. ...., �. _ Tower Mounts Platform Mount[LP 301-1] ....... , N .. Table 2 -Other Considered Equipment Center Number Number Feed Mounting Line Antenna of Antenna Model of Feed Line Level(ft) Elevation Antennas Manufacturer Lines Size(in) (ft) 3 Ericsson AIR 6419 B41_TMO w/Mount Pipe _. .. ...... ... APXVLL19P 43-C-A20 TMO 3 RFS Celwave - w/Mount Pipe 1 108.0 AIPXVAALL24_43-U- 107.0 3 RFS Celwave NA20 TMO w/Mount Pipe 3 1-5/8 _ 3 Ericsson RADIO 4460 B2/625 B66_TMO _ ........ ._... ...._ .,. _......... . ... . 3 Ericsson Radio 4480-TMOV2 107.0 1 Tower Mounts Platform Mount i [LP 303-1 HR-1] tnxTower Report-version 8.1.1.0 April 4, 2023 107.5-ft Monopole Tower Structural Analysis Report CCI BU No 843211 TEP Project Number 218919.839766, Order 648700, Revision 0 Page 4 Center Number Number Feed Mounting Line Antenna of Antenna Model 'of Feed Line Level (ft) Elevation 'Antennas Manufacturer Lines Size(in) (ft) 9 Commscope ( NNHH-65A-R4 w/Mount Pipe ® , _ 3 j Nokia BAND 5 AHCA RRH4X40 BA 3/8 3 Alcatel Lucent B25 RR 3 1 Nokia � AHL 4 3 Alcatel Lucent RRH4X 5 WC 98.0 98.0 _ ... ..... .... ..... 2 3/4 S 2 7/8 m .... 8-8F 12 1-5/8 aD 1 Tower Mounts Platform Mount (LP 1201-1 3 1 JMA Wireless iMX08FR0665-21 w/Mount Pipe .. 3 Fujitsu TA08025 6605 88.0 88.0 3 Fujitsu TAO 8025 B604 1 1-3/8 1 ) Raycap RDIDC 9181 PF 48 n.. ... ...�.. .. 1 Tower Mounts CommscoP ...a MC-PK w 8-DSH 3 Remec S20057A1 1 62.0 3 Ericsson RRUS 11 B2 3 Ericsson AIR 21 134A 132P w/Mount Pipe _ „ ,.. ,. 2 7/8 ......... ......... ...... ..... ro„ ( 61.0 APXVAARR24 43-U-NA20 3 RFS Celwave 6 1-5/8 61.0 w/Mount Pipe ... 3 Ericsson RADIO 4449 1312/671 J ®, 7_ 1 Tower Mounts T T Arm Mount[TA 702-3] 3)ANALYSIS PROCEDURE Table 3 -Documents Provided Document Reference Source Geotechnical Report 4840866 CCISites Tower Foundation Drawings 4840859 CCISites Tower Manufacturer Drawings 4840867 CCISites Tower Reinforcement Drawings 8373363 CCISites Post-Modification Inspection 8838719 ... CCISites 3.1)Analysis Method tnxTower(version 8.1.1.0), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. When applicable, Crown Castle has calculated and provided the effective area for panel antennas using approved methods following the intent of the TIA-222 Standard. tnxTower was used to determine the loads on the modified structure. Additional calculations were performed to determine the stresses in the pole and in the reinforcing elements.These calculations are presented in Appendix C. tnxTower Report-version 8.1.1.0 April 4, 2023 107.5-ft Monopole Tower Structural Analysis Report CCI BU No 843211 TEP Project Number 218919.839766, Order 648700, Revision 0 Page 5 3.2)Assumptions 1) The tower and structures were maintained in accordance with the TIA-222 Standard. 2) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2, and the referenced drawings. This analysis may be affected if any assumptions are not valid or have been made in error. Tower Engineering Professionals should be notified to determine the effect on the structural integrity of the tower. 4)ANALYSIS RESULTS Table 4-Section Capacity(Summary)'Z Elevation(ft) Component Size Critical Element %Capacity Pass/Fail Type 107.5-102.5 Pole TP24.801x24x0.2188 Pole 5.6% I Pass 102.5-97.5 Pole TP25.602x24 801x0 2188 Pole 11.2% Pass 97.5 92 5 Pole TP26 403x25 602x0 2188 .. Pole 19.6% Pass 92.5-87.5 Pole TP27 203x26.403x0.2188 Pole 28.0% I Pass 87.5-82.5 Pole TP28.004x27.203x0.2188 Pole 37.8% Pass 82.5-77.5 Pole TP28.805x28.004x0.2188 Pole 47.8% � Pass ...........,..... 77.5 75 5,.. � Pole TP29 726x28 805x0 2188 � Pole � 52 8% Pass ... ... 75.5-70.5 Pole TP29.489x28.688x0.25 Pole 55.6% Pass 70.5-65.5 Pole TP30 289x29 489x0.25 Pole 64.9% Pass 65.5 60.5.,.... Pole TP31 09x30.289x0.25 Pole 73.9% Pass ® „.. _ ... 60.5-55.5 Pole TP31.891x31.09x0.25 Pole 83.0% Pass 55.5-53.58 Pole TP32.198x31.891 x0.25 I Pole 86.3% Pass ....... „,,,.. .. ....... ...... 53.58 53.33 Pole+Reinf TP32 238x32.198x0 4188 Reinf.4 Tension Rupture 71.5% I Pass J 53.33-48.33 Pole+Reinf.. TP 33.039x32.238x0,4125 I Reinf.4 Tension Rupture 78.6% Pass ................. 48.33 43.33 Pole+Reinf. t TP33.8403.039x0.4125 Reinf.4 Tension Rupture 85.2% Pass 43.33-40 Pole+Reinf, TP35.094x33.84x0.4063 1 Reinf.4 Tension Rupture 89.3% Pass 40-35 Pole+Reinf, TP34.674x33.873x0.475 Reinf.4 Tension Rupture 85.1% Pass ._ .e _ .. _ 3.5-30 _, .. ., ., .... Rupture 89.9% Pass 11 30 5 27.075 Pole+Remf � TP311 5.835x11 35.475x0.4611 25 R11 em11 f 4 Tension Rupture 92.0%° Pass I 27.75-27.5 Pole+Remf. TP35.875x35 835x0 5125 Reinf.3 Tension Rupture 77.5% Pass ._..... ... .... w® , .... ..... .... . ... 27.5-22.5 Pole+Reinf. TP36.676x35.8750.5 ( Reinf.3 Tension Rupture 81.3% Pass 22.5-17.5 Pole+Reinf. J TP37.4 77x36.676x0.5 Reinf.3 Tension Rupture 84.9% Pass 17.5-12.5 I Pole+Reinf. TP3-8-.278x37 477x0.4938 Reinf.3 Tension Rupture 88.2% Pass J 12.5-7.5 Pole+Reinf. TP39.079x38.278x0.4875 Reinf.3 Tension Rupture I 91.4% Pass ..... ®,.,. . 7.5-3.92 1 Pole+Reinf, TP39.652x39.079x0.4875 Reinf.3 Tension Rupture 93.5% f Pass 3.92-3,67 _ ... ..... ..., _ ........... ............. ; Pole+Reinf. TP39.692x39.652x0.7625 t Reinf.3 Tension Rupture 64.8% Pass 3.67-3.25 �... Pole+Reinf._. TP39.759x3x ... x0 ...-„_.. ... ........ 9.692 .767625 rReinf.3 Tension Rupture 65.0% Pass 3.25-3 Pole+Reinf. TP39.799x39.759x 0.4938 Reinf.1 Compression 88.1% Pass I ............................................... 3-0 Pole+Reinf. TP40.28x39.799x0.5 Reinf. 1 Compression 89.6% Pass ., I ... i .. � Summary ............. �... Pole................. I 86.3% Pass .. .. Reinforcement 93.5% Pass �i Overall 93.5% Pass tnxTower Report-version 8.1.1.0 April 4, 2023 107.5-ft Monopole Tower Structural Analysis Report CCI BU No 843211 TEP Project Number 218919.839 766, Order 648700, Revision 0 Page 6 Table 5-Tower Component Stresses vs.Capacity-LC7 Notes Component Elevation (ft) %Capacity :Pa:s:s/:F�a11:]1,2 Anchor Rods - 81.5 Pass 1,2....... . . Base Plate _ ,, ®�... 89.6 I. Pass 1,2 Base Foundation Structural 75.6 Pass e, 1,2 Base Foundation Soil Interaction - 92.4 Pass .. ...... Structure Rating (Max from all components)= 93.5% Notes: 1) See additional documentation in"Appendix C-Additional Calculations"for calculations supporting the%capacity listed. 2) Rating per TIA-222-H Section 15.5. 4.1) Recommendations 1) The tower and its foundation have sufficient capacity to carry the proposed load configuration. No modifications are required at this time. tnxTower Report-version 8.1.1.0 April 4, 2023 107.5-ft Monopole Tower Structural Analysis Report CCI BU No 843211 TEP Project Number 218919.839766, Order 648700, Revision 0 Page 7 APPENDIX A TNXTOWER OUTPUT tnxTower Report-version 8.1.1.0 ani aMATERIAL STRENGTH o7s ft GRADE F Fu q gggq GRADE ..F __ Fu 1111 If I A607-60 60 ksi 75 ksi A607-65 fi5 ksi BO ksi N 102_5 Wft TOWER DESIGN NOTES 1. Toweris located in Suffolk County,New York, 2. Tower designed for Exposure C to the TIA-222-H Standard. 07.5 a 3, Tower designed for a 128 mph basic wind in accordance with the TIA-222-H Standard,.. 4. Tower is also designed for a 50 mph basic wind with 1.00 in ice.Ice is considered to increase in thickness with height, 5,. Deflections are based upon a 60 mph wind, 92 5 ft 6, Tower Risk Category II, 7, Topographic Category 1 with Crest Height of 0.00 ft o N 8. TOWER RATING:93.5% 67.5 ft E5 ft ....... III III in a N 77,5 ft r %% I" (, J O wry 4 `O 71.8 fl rn as .w .a' 71.11 m � O Q 65.5 ft 605ft N :c 55,5 If N Y�u � wglr O 53.6 H v yr a 4B3ft N t2 v 35.5 It 300ft " 27 6 ft ALL REACTIONS AREFACTORED A 22 n AXIAL 58 K N N o l n,sft SHEAR_:::l � 7K 576 kip-ft 12 5 ft TORQUE 1 kip-ft 50 mph WIND-1.0000 in ICE N 75 ft AXIAL m — 40 K N ew W 1 0 n SH AR, MOMENT m f 31 K 2491 kip-ft 0 0 fl - o TORQUE 3 kip-ft REACTIONS-128 mph WIND r✓ - - Y M Tower Engineering Professionals arly Mattifuck843211� 326 Tryon Road " "n1`TEP No.218919.839766 Raleigh, NC 27603 c1I eif Crown Castle o"r"eo SPN Aro Fewer Engineering Professionals Phone:(919)661-6351 �'ck&ar' TIA-222-H "`04/04/23 `�"+a+dau WNT FARC: 919 661-6350 Job Page xT er Mattituck(BU 843211) 1 of 31 Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle SPN FAX:(919)661-6350 ---------- Tower Input Data The tower is a monopole. This tower is designed using the TIA-222-H standard. The following design criteria apply: Tower is located in Suffolk County,New York. Tower base elevation above sea level:29.00 ft. Basic wind speed of 128 mph. Risk Category II. Exposure Category C. Simplified Topographic Factor Procedure for wind speed-up calculations is used. Topographic Category: 1. Crest Height:0.00 ft. Nominal ice thickness of 1.0000 in. Ice thickness is considered to increase with height. Ice density of 56 pcf. A wind speed of 50 mph is used in combination with ice. Temperature drop of 50°F. Deflections calculated using a wind speed of 60 mph. TOWER RATING:93.5%. A non-linear(P-delta)analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. Tower analysis based on target reliabilities in accordance with Annex S. Load Modification Factors used:Kes(FW)=0.95,Kes(ti)=0.85. Maximum demand-capacity ratio is: 1.05. Local bending stresses due to climbing loads,feed line supports,and appurtenance mounts are not considered. Options Consider Moments-Legs Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules Consider Moments-Horizontals Assume Legs Pinned Calculate Redundant Bracing Forces Consider Moments-Diagonals Assume Rigid Index Plate Ignore Redundant Members in FEA Use Moment Magnification Use Clear Spans For Wind Area SR Leg Bolts Resist Compression Use Code Stress Ratios Use Clear Spans For KL/r Al l Leg Panels Have Same Allowable Use Code Safety Factors-Guys Retension Guys To Initial Tension Offset Girt At Foundation Escalate Ice Bypass Mast Stability Checks Consider Feed Line Torque Always Use Max Kz Use Azimuth Dish Coefficients Include Angle Block Shear Check Use Special Wind Profile Project Wind Area of Appurt. Use TIA-222-H Bracing Resist,Exemption Include Bolts In Member Capacity Autocalc Torque Arm Areas Use TIA-222-H Tension Splice Exemption Leg Bolts Are At Top Of Section Add IBC,6D+W Combination Poles Secondary Horizontal Braces Leg Sort Capacity Reports By Component Include Shear-Torsion Interaction Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Always Use Sub-Critical Flow SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Use Top Mounted Sockets SR Members Are Concentric Ignore KL/ry For 60 Deg,Angle Legs Pole Without Linear Attachments Pole With Shroud Or No Appurtenances Outside and Inside Corner Radii Are Known Job Page ".Towe Mattituck(BU 843211) 2 of 31 Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle SPN FAX:(919)661-6350 1 -J Tapered Pole Section Geometry _.,. Section Elevation Section Splice Number Top. .... Bottom wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius n Sides ......M,,,,,1�? . u.,. ._,...,f_�.... ,....._......i"_�-- 1. Ll 107.50-102.50 5.00 0.00 18 24,0000 24.8008 0,2188 0,8750 A607-60 (60 ksi) L2 102,50-97,50 5.00 0.00 18 24.8008 25,6017 0.2188 0,8750 A607-60 (60 ksi) L3 97,50-92,50 5.00 0.00 18 25.6017 26.4025 0,2188 0.8750 A607-60 (60 ksi) L4 92,50-87,50 5.00 0.00 18 26.4025 272034 0.2188 0,8750 A607-60 (60 ksi) L5 87.50-82.50 5,00 0.00 18 27.2034 28.0042 0.2188 0,8750 A607-60 (60 ksi) L6 82,50-77.50 5.00 0.00 18 28.0042 28.8050 02188 0.8750 A607-60 (60 ksi) L7 77.50-71.75 5,75 3.75 18 28,8050 29.7260 0,2188 0.8750 A607-60 (60 ksi) L8 71,75-70.50 5.00 0.00 18 28.6879 29.4886 0.2500 1,0000 A607-60 (60 ksi) L9 70.50-65.50 500 0.00 18 29.4886 30.2894 0,2500 1.0000 A607-60 (60 ksi) L10 65.50-60.50 5,00 0.00 18 30,2894 31.0902 02500 1.0000 A607-60 (60 ksi) L11 60,50-55.50 5,00 0,00 18 31,0902 31.8909 0,2500 1,0000 A607-60 (60 ksi) L12 55.50-53.58 1,92 0.00 18 31,8909 32.1984 0„2500 1.0000 A607-60 (60 ksi) L13 53,58-53.33 0.25 0,00 18 32.1984 32.2385 0,4188 1.6750 A607-60 (60 ksi) L14 53.33-4833 5„00 0.00 18 32.2385 33.0392 0.4125 1,6500 A607-60 (60 ksi) L15 48,33-4333 500 0,00 18 33.0392 33,8400 0.4125 1.6500 A607-60 (60 ksi) L16 43.33-35.50 7.83 4,50 18 33,8400 35.0940 0,4063 1.6250 A607-60 (60 ksi) L17 35.50-35,00 5.00 0.00 18 33,8733 34.6741 0.4750 1.9000 A607-65 (65 ksi) L18 35.00-30,00 500 0,00 18 34,6741 35.4750 0.4688 1.8750 A607-65 (65 ksi) L19 30.00-27.75 2.25 0,00 18 35.4750 35,8354 0.4625 1,8500 A607-65 (65 ksi) L20 27.75-27,50 0.25 0.,00 18 35,8354 35.8754 0.5125 2.,0500 A607-65 (65 ksi) L21 27.50-22.50 5.00 000 18 35.8754 36.6762 0.5000 20000 A607-65 (65 ksi) L22 22.50-17.50 5.00 0.00 18 36.6762 37.4771 0.5000 2,0000 A607-65 (65 ksi) L23 17.50-12.50 5.00 0.00 18 37.4771 38.2779 0.4938 1.9750 A607-65 (65 ksi) L24 1250-7.50 5,00 0.00 18 382779 39.0787 0.4875 1.9500 A607-65 (65 ksi) L25 7,50-3,92 3.58 0,00 18 39„0787 39.6521 0.4875 1.9500 A607-65 (65 ksi) L26 392-3.67 0,25 0,00 18 39.6521 39,6922 0,7625 3.0500 A607-65 (65 ksi) L27 3.67-3.25 0.42 0.00 18 39,6922 39,7595 07625 3.0500 A607-65 (65 ksi) L28 3.25-3.00 025 0,00 18 39.7595 39.7995 0,4938 1.9750 A607-65 (65 ksi) L29 3.00-0.00 3,00 18 39,7995 402800 0.5000 2.0000 A607-65 WxTower Job Mattituck(BU 843211) Page 3 of 31 Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle SPN FAX.-(919)661-6350 .............. Tapered Pole Properties -FIP Dia. Area t r I/C J TV 11,1t Section NQ inin' in, in in in' in' in, I, .......... L1„__„_.,_.,.24.3365...,,,,. I24.3365 165116 1179.7676 8,4423 12,1920 96,7657 2361 0876 8,2574 38390 17,55 25.1497 17,0677 1303.0131 8.7266 12,5988 103.4234 2607.7408 8,5354 19799 18,194 L2 25,1497 170677 1303.0131 8,7266 12,5988 103.4234 2607,7408 8,5354 3,9799 18,194 25,9629 17.6237 14345563 9,0109 110057 110.3025 2871.0002 8,8135 41209 18,838 L3 259629 17,6237 1434.5563 9.0109 13,0057 110.3025 2871:0002 8,8135 4,1209 18,838 26.7761 18.1797 1574,6673 9,2952 13,4125 117.4032 3151.4066 9.0916 4,2618 19.483 L4 26.7761 18.1797 1574,6673 9.2952 13,4125 117.4032 3151 A066 90916 42618 19,483 27.5893 18.7357 1723.6168 9.5795 138193 124,7253 34495016 93697 4,4028 20.127 L5 27.5893 18,7357 1723,6168 9.5795 13,8193 124.7253 3449.5016 9,3697 4,4028 20.127 28.4025 19.2918 18816747 9,8638 14,2261 132,2689 3765.8254 9,6477 4,5437 20.771 L6 28.4025 19,2918 1881.6747 9.8638 14,2261 132,2689 3765.8254 9,6477 4,5437 20.771 29,2157 19,8479 2049,1115 10A481 14,6330 140.0340 4100.9193 99258 46847 21.416 L7 29.2157 19,8478 2049.1115 10.1481 14,6330 140.0340 4100.9193 9.9258 46847 21.416 30.1508 20.4873 2253.6094 104751 15,1008 149,2377 4510.1841 10.2456 48468 22.157 L8 29.7017 22.5655 23055557 10,0954 14,5734 158.2026 4614.1451 11,2849 4,6091 18.436 29,9050 23,2009 2505,8539 10.3797 14,9802 167.2774 5015.0051 11.6026 4.7500 19 L9 299050 23.2009 2505.8539 10,3797 14,9802 167.2774 5015.0051 11,6026 43500 19 307181 23,8363 2717.4294 10,6640 15,3870 176.6053 5438.4345 11,9204 4,8909 19564 LIO 30,7181 238363 2717,4294 10,6640 15,3870 176.6053 5438.4345 11,9204 4.8909 19.564 31.5312 24,4717 2940.5910 109483 15,7938 186.1863 5885.0514 112382 5.0319 20 127 L11 31.5312 24,4717 2940.5910 109483 15.7938 186.1863 5885.0514 12,2382 5.0319 20,127 323443 25.1071 31756476 112325 16,2006 196.0204 6355.4739 12,5559 5.1728 20.691 L12 32,3443 25.1071 31756476 112325 16,2006 196.0204 6355.4739 12:5559 5,1728 20.691 326566 25,3511 32691357 11,3417 16.3568 199.8640 65425730 12,6779 5.2269 20908 L13 316305 42,2388 5389.4910 112818 16.3568 329,4954 10796,0737 21.1234 4,9299 11,773 32,6712 42,2920 5409.8867 11.2960 16.3771 330.3316 10826,8919 211500 49370 11.79 L14 32.6722 41,6689 53322830 11,2992 16.3771 325.5930 10671 5824 20.8384 4,9480 11,995 334853 42.7174 5744.9881 11:5825 16.7839 342.2910 11497.5356 213627 50889 12.337 L15 33.4853 42.7174 5744.9881 11,5825 16.7839 342,2910 11497.5356 21.3627 5,0889 12.337 34.2984 43.7658 6178.4569 11,8668 17.1907 359,4065 12365.0435 21.8871 52298 12.678 L16 342994 43.1107 6088.2576 11.8690 17.1907 354,1595 12184.5263 21,5595 52408 12.901 355727 44,7277 6799.3303 123142 17.8278 381,3902 13607.6073 22,3681 5,4615 13.444 L17 35.0545 503530 7095.9649 11,8564 17,2076 412,3729 14201.2668 25.1813 51257 10.791 35,1358 51.5603 7618.7514 111407 17,6145 432,5281 15247.5278 25,7851 5,2666 11,088 L18 35.1367 50,8912 7522.6275 121429 17,6145 427,0710 15055.1535 25,4504 5,2776 11.259 35.9499 510827 8063,4666 124272 180213 447,4411 16137.5433 26,0463 5,4186 11.56 L19 359509 51.3974 7960.2158 12,4294 180213 441 7117 15930,9059 257036 54296 11,74 36,3168 51.9265 8208.5528 125574 18,2044 450,9113 16427.9067 259682 54930 11.877 L20 363091 57.4588 9057.4467 12,5396 18,2044 4975426 18126,8114 28,7349 5.4050 10,546 363498 57.5239 9088.2842 12,5538 18,2247 498,6794 18188 5269 28,7674 5.4121 10.56 L21 36,3517 56.1408 8876.0245 12,5583 18,2247 487,0326 17763.7283 280757 5.4341 10868 37.1649 57.4117 94915862 12,8426 18,6315 509,4905 18997.6629 28,7113 5.5750 11.15 L22 37,1649 57.4117 9492,5862 128426 186315 509,4905 189976629 28,7113 5.5750 11.15 37.9781 58,6826 10137.0589 13.1269 19,0384 532,4546 20287,4564 29.3469 5.7160 11.432 L23 37,9790 57.9589 10015.4225 111291 19,0384 5260656 20044,0235 28,9849 5.7270 11,599 38.7922 592139 10690.2347 114134 19,4452 549.2485 213745227 29.6126 5.8679 11.884 L24 38.7932 584740 10550.2756 13.4156 194452 542,5651 21114.4335 29.2426 5,8789 12.059 39,6064 59,7132 11235.3187 13.6999 19,8520 5659539 22485,4211 29.8623 6,0199 12348 L25 39,6064 59.7132 11235.3187 13.6999 19,8520 5659539 224854211 298623 6,0199 12,348 40,1886 60,6004 11743.6079 139034 20.1433 583,0035 23502,6683 30,3060 6,1208 12.555 L26 401462 94,1197 17983.9929 13.8058 20,1433 892.8032 35991 6497 47.0688 5,6368 7.392 401869 942167 18039.6008 138200 20:1636 894,6604 36102,9386 47 1173 5,6438 7.402 L27 40,1869 94.2167 18039.6008 13,8200 20.1636 894.6604 361029386 47,1173 5,6438 7.402 40,2552 94.3795 181332791 13,8439 20.1978 897.7847 36290.4184 47,1987 5,6557 7.417 L28 402966 61.5357 119864813 13,9393 20.1978 593.4547 23988.7348 307737 6,1287 12,412 Job Page xTowe Mattituck (BU 843211) 4 of 31 Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle SPIN FAX:(919)661-6350 -J Section Tip Dia. Area 1 r C I/C J Mm It/Q ti+ w/t in in' in' in in in' int in in "40.3373 61 5985 12023.1891 13.9535 20.2181 - 594,6732 24062,1986 30.805I 6.1357 12 427 L29 403363 62,3683 12169.5743 139513 20.2181 601,9135 24355.1616 31,1901 6A247 12,249 40.8243 63.1309 12621.4344 14.1219 20.4622 616.8159 25259„4763 31,5714 6.2093 12,419 Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt Stitch Bolt (perface) Ar Spacing Spacing Spacing Diagonals Horizontals Redundants f� rnin in in _.......... .........._...... .. ..,..- ,,........,...., Ll p 1 tl 107.50-102,50 L2 102 50-97.50 L3 97.50-92,50 L4 92.50-87,50 1 1 L5 87.50-82.50 1 1 1 L6 82.50-7750 I 1 N L7 77.50-71.75 t 1 1 L8 71.75-70.50 1 I 1 L9 70.50-6550 tl 1 1 L10 1 t 1 65,50-60.50 L11 1 1 1 60.50-55,50 L12 1 1 I 55,50-53.58 L13 1 1 1,04354 53,58-53,33 L14 1 1 1.04803 53.33-4833 L15 1 1 1,03744 48.33-43.33 L16 1 1 1.04633 43.33-35.50 L17 1 1 1.02469 35,50-35.00 L18 1 1 1.02966 35.00-30.00 L19 1 1 1.03964 30.00-27.75 L20 1 t 1,03696 27.75-27.50 L21 N 1 1.05282 27.50-22.50 L22 1 k 1.04355 22.50-17.50 L23 1 1 1.0476 17.50-12.50 L24 12,50-7.50 1 1 1.05215 L25 7.50-3,92 1 1 1.04613 L26 3.92-3.67 1 1 0.894701 L27 3.67-3.25 1 1 0.893865 L28 3.25-3,00 1 1 0.974477 L29 3 00-0.004 ._ ..N ... t .... ,. . 1 0.958373. Feed Line/Linear Appurtenances - Entered As Round Or Flat 1 xTower Job Mattituck (BU 843211) Page5 of 31 Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle SPN FAX.-(919)661-6350 Description Sector Exclude Component Placement Total Number StartlEnd Width or Perimeter Weight From Type Number Per Raw Position Diameter Torque ft in in plj Calculation CUI2PSM9P8XXX(I-3/ A No Surface Ar 88,00-0.00 1 1 0,500 1.4110 1:66 8) (CaAa) 0.500 **61** HCS 6X12 4AWG(1-5/8) A No Surface Ar 61,00-0,00 2 2 0.000 1.6600 2.40 (CaAa) 0,000 LCF78-50JA(7/8) A No Surface Ar 61.00-0,00 6 6 0,170 1.0900 0.32 (CaAa) 0.170 ***Mods*** (Area)CCI-65FP-065125 B No Surface Af 30,50-0.00 1 q 0,000 6.5000 155000 0.00 (H) (CaAa) 0.000 (Area)CCI-65FP-065125 A No Surface Af 30.50-0:00 1 1 0.000 6.5000 15.5000 0.00 (H) (CaAa) 0000 (Area)CCI-65FP-065125 C No Surface Af 30.50-0:00 1 1 -0.167 6.5000 15.5000 000 (H) (CaAa) -0.167 * (Area)CCI-65FP-050125 B No Surface Af 55,58- 1 1 0.000 5.0000 12,5000 0.00 (H) (CaAa) 30.50 0.000 (Area)CCI-65FP-050125 A No Surface Af 55,58- 1 1 0.000 5,0000 12.5000 0.00 (H) (CaAa) 30.50 0.000 (Area)CCI-65FP-050125 C No Surface Af 55,58- 1 1 -0.167 5.0000 125000 0.00 (H) (CaAa) 30.50 -0.167 *** *** Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Exclude Component Placement Total CA-4,1 Weight or Shield From Type Number Leg Torque ft ft/ft ptf Calculation 1/2"Cable(Lights) C No No Inside Pole 107.50-0,00 _.1 No Ice 000 0.40 1/2"Ice 0.00 0,40 1"Ice 0,00 0.40 **107** HB158-21U6S24-xx B No No Inside Pole 107.00-0.00 3 No Ice 0,00 2.50 M_TMO(1-5/8) 1/2"Ice 0,00 250 1"Ice 0.00 250 **98** LDF2-50(3/8) B No No Inside Pole 98,00-0.00 4 No Ice 0.00 0,08 1/2"Ice 0.00 0,08 1"Ice 0,00 0.08 WR-VG86ST-BRD( B No No Inside Pole 98.00-0.00 2 No Ice 0,00 0,58 3/4) 1/2"Ice 0.00 0,58 1"Ice 0,00 058 WR-VG66ST-BRD( B No No Inside Pole 9800-000 2 No Ice 0.00 0.91 7/8) 1/2"Ice 0.00 0.91 1"Ice 0.00 0.91 LDF7-50A(1-5/8) B No No Inside Pole 98,00-0,00 12 No Ice 0.00 0.82 1/2"Ice 0,00 0.82 1"Ice 000 0.82 2.5"Flexible B No No Inside Pole 98,00-0,00 1 No Ice 0.00 0.38 Conduit 1/2"Ice 0.00 0.38 1"Ice 0.00 0.38 **78** LDF5-50A(7/8) B No No Inside Pole 78.00-0,00 12 No Ice 0.00 0.33 Towe Page Job Mattituck(BU 843211) 6 of 31 Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle SPN FAX:(919)661-6350 Description Face A11oiv Exclude Component Placement Total ___ C,IA.a Weight or Shield From Type Number Leg Torque ft ftz/ft plf Calculation .......... ...... .. 1/2"Ice 0,00 0.33 1"Ice 000 0.33 RFF-24SM-1206-61 B No No Inside Pole 7800-0,00 3 No Ice 0.00 1.48 8-APE(1-1/4) 1/2"Ice 0.00 1,48 1"Ice 0.00 1.48 r** Feed Line/Linear Appurtenances Section Areas To ,er 9,ver Face AR .._ AF C.,A.7 CAAA Weight Section Elevation In Face Out Face Vit,..,,...._. .... ...............f�,,M,-.....__ . _.,.,,,,,_...ff .....,......K _ ....... L] 107.50-102.50 A 0.000 0.000 0,000 0.000 0.00 B 0,000 0.000 0,000 0,000 OA3 C 0.000 0.000 0,000 0,000 OAO L2 102,50-97.50 A 0,000 0,000 0000 0„000 OAO B 0.000 0,000 0,000 0,000 0.04 C 0.000 0,000 0.000 0,000 0.00 L3 97.50-92.50 A 0.000 0,000 0.000 0,000 0.00 B 0,000 0,000 0.000 0.000 0.11 C 0.000 0000 0.000 0.000 0.00 L4 92,50-87.50 A 0,000 0.000 0.071 0.000 ODD B 0.000 0.000 0,000 0.000 0,11 C OA00 0.000 0.000 0.000 0,00 L5 87,50-82,50 A 0.000 0.000 0.706 0,000 0,01 B 0.000 0.000 0,000 OA00 0,11 C 0.000 0.000 0,000 0.000 0.00 L6 82.50-77.50 A 0,000 0.000 0,706 0,000 0.01 B 0.000 0.000 0.000 0,000 011 C 0.000 0,000 0.000 OD00 0.00 L7 77.50-71.75 A 0000 0.000 0.811 0.000 0.01 B 0.000 OAOO 0.000 0.000 0.17 C 0,000 0.000 0.000 0.000 ODO L8 71.75-70,50 A 0,000 0.000 0.176 0,000 0.00 B 0000 0,000 0.000 0.000 OD4 C 0,000 0.000 0,000 0,000 0.00 L9 70.50-65.50 A 0.000 0.000 0,706 0,000 0,01 B 0.000 0.000 0000 0,000 0.15 C 0.000 0.000 0,000 0000 0.00 L10 65.50-60.50 A 0000 0.000 1.198 0.000 0,01 B 0.000 0,000 0.000 0.000 0.15 C 0.000 0,000 0.000 0.000 Oa0 Lll 60.50-55.50 A 0.000 0.000 5.705 0.000 0.04 B 0.000 0.000 0.069 0.000 015 C 0.000 0.000 0,069 0,000 0.00 L12 5550-53.58 A 0.000 0000 3.764 0.000 0.02 B 0.000 0,000 1,600 0.000 0.06 C 0.000 0.000 1.600 0,000 OM L13 5358-53.33 A 0.000 0.000 0,490 OA00 0,00 B 0.000 0.000 0.208 0,000 0.01 C 0.000 0.000 0.208 0.000 OAO L14 53.33-48.33 A 0,000 OMO 9.802 0.000 0.04 Job Page MxTower Mattituck (BU 843211) 7 of 31 Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle SPN FAX:(919)661-6350 TowerTower Face BAR AF -CA, -CA, Weight Section Elevation In Face Out Face ..........,..__-A..._......................... .,.,. ._......... .................... � B 0.000 0,000 4,167 0,000 0.15 C 0.000 0,000 4.167 0,000 0.00 L15 4833-43,33 A 0.000 0.000 9.802 0.000 0.04 B 0.000 0,000 4.167 0.000 0.15 C 0.000 0000 4.167 0,000 0.00 L16 43.33-35,50 A 0.000 0,000 15.350 0.000 0.07 B 0.000 OA00 6.525 0,000 0.23 C 0.000 0.000 6,525 0,000 0.00 L17 35.50-35.00 A 0.000 0,000 0.980 0,000 0.00 B 0.000 0.000 OA17 0.000 0.01 C 0.000 0.000 0.417 0.000 0.00 L18 35.00-30,00 A 0.000 0.000 9.927 0,000 0.04 B 0.000 0,000 4.292 0,000 0.15 C 0.000 0000 4292 0,000 0.00 L19 30.00-27.75 A 0.000 0.000 4.973 0,000 0,02 B 0.000 0.000 2A38 0,000 0,07 C 0.000 0.000 2,438 0,000 0,00 L20 27.75-27,50 A 0.000 0000 0.553 0,000 0,00 B 0.000 0.000 0.271 0,000 0,01 C 0.000 0.000 0.271 0000 0.00 L21 2750-22.50 A 0.000 0.000 11.052 0,000 0.04 B 0.000 0.000 5.417 0,000 0,15 C 0.000 0.000 5.417 0,000 0,00 L22 22.50-17,50 A 0.000 0,000 11.,052 0.000 0,04 B 0.000 0.000 5.417 0.000 0.15 C 0.000 0.000 5.417 0.000 0.00 L23 1750-12.50 A 0.000 0.000 11052 0.000 0,04 B 0.000 0,000 SA17 0.000 0,15 C 0.000 0.000 SA17 0.000 0.00 L24 12.50-7.50 A 0.000 0.000 11,052 0.000 0.04 B 0.000 0,000 5A17 0,000 0.15 C 0.000 0,000 5A17 0,000 0.00 L25 7,50-3.92 A 0.000 0,000 7913 0.000 0,03 B 0.000 0,000 3,878 0,000 0.11 C 0.000 OA00 3„878 0,000 0.00 L26 3.92-3.67 A 0,000 0.000 0,553 0.000 0,00 B 0,000 0.000 0,271 0,000 0,01 C 0 000 0.000 0,271 0,000 0.00 L27 3.67-3.25 A 0.000 0.000 0.928 0,000 0,00 B 0.000 0.000 0.455 0,000 0,01 C 0.000 0.000 0.455 0,000 0,00 L28 3.25-3.00 A 0.000 0.000 0.553 0.000 0,00 B 0.000 0.000 0.271 0000 0.01 C 0.000 0,000 0271 0.000 0.00 L29 3,00-0.00 A 0.000 0.000 6.631 0.000 0.03 B 0.000 0.000 3250 0,000 0.09 C 0,000 0,000 3,250 0,000 0.00 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face --7,7 A,, AF C;tA;i C Aa Weight Section Elevation or Thickness In Face Out Face in ................ r.....,.,.,.....,. .... �_._ r.-... . ...... � .,,-,....... ..,,._.,,K,.,......, L1 107.50-102.50 A 0.954 0000 0.000 0.000 0,000 0.00 B 0.000 0.000 0.000 ODOO 0,03 C 0.000 0.000 0000 0.000 0.00 L2 102,50-97.50 A 0,950 0.000 0.000 0000 0.000 0,00 B 0.000 0,000 0,000 0,000 0.04 InxTower Job Page Mattituck(BU 843211) 8 of 31 Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle SPN FAX.-(919)661-6350 Tomer Towe-r Face Ice Ax AF,� w CaAA CAA,iWeight Section Elevation or Thickness In Face Out Face L.e ........_..........=n.._ .. ....,.....,. �,,,,,,.. ?�.. ,,,..... f ................ ... K C 0.000 0,000 0.000 0.000 0.00 L3 97.50-92.50 A 0,945 0.000 0.000 0.000 0.000 000 B 0.000 0,000 0.000 0.000 011 C 0.000 0,000 0.000 0.000 000 L4 92.50-87.50 A 0.940 0.000 0 000 0.165 0.000 0.00 B 0.000 0.000 0.000 0.000 0.11 C 0.000 0.000 0.000 0.000 0.00 L5 87.50-82.50 A 0.934 0.000 0,000 1.640 0.000 0.02 B 0.000 0.000 0.000 0,000 0.11 C 0.000 0,000 0.000 0,000 000 L6 82,50-77.50 A 0.929 0.000 0,000 1.634 0.000 0.02 B 0.000 0.000 0.000 0,000 0.11 C 0.000 0.000 0.000 0.000 0.00 L7 77,50-71.75 A 0.922 0.000 0,000 1.872 0.000 0.02 B 0.000 0.000 0.000 0.000 0.17 C 0.000 0.000 0.000 0,000 0.00 L8 71.75-7050 A 0.918 0.000 0000 0.407 0.000 0.01 B 0.000 0,000 0.000 0.000 0.04 C 0.000 0,000 0,000 0,000 ODD L9 70.50-65.50 A 0.914 0.000 0,000 1,619 0.000 0.02 B 0.000 0000 0.000 0.000 0.15 C 0.000 0.000 0,000 0.000 0,00 L10 65.50-60.50 A 0.907 0.000 0,000 2,455 0,000 0,03 B 0.000 0.000 0,000 0,000 0.15 C 0,000 0.000 0.000 0.000 0,00 L11 60.50-5550 A 0.899 0.000 0.000 10.100 0.000 011 B 0,000 0,000 0.084 0.000 0.15 C 0.000 0.000 0,084 0.000 0.00 L12 55.50-53.58 A 0,894 0.000 0.000 5.782 0.000 0.05 B 0,000 0.000 1,943 0.000 0.07 C 0.000 0.000 1.943 0.000 0.01 L13 53,58-53.33 A 0,892 0.000 0.000 0.752 0.000 0.01 B 0.000 0,000 0 253 0.000 0.01 C 0.000 0.000 0.253 0.000 0,00 L14 53,33-48.33 A 0.888 0.000 0.000 15,028 0,000 0.13 B 0.000 0.000 5.054 ao0o 0.17 C 0.000 0,000 5.054 0:000 0.03 L15 48.33-43.33 A 0.878 0.000 0,000 14,987 0,000 0:13 B 0.000 0.000 5.045 0.600 0.17 C 0.000 0,000 5.045 0,000 0.03 L16 43.33-35,50 A 0.865 0.000 0.000 23,377 0,000 0.21 B 0.000 OA00 7.880 0,000 0.27 C 0.000 0000 7,880 0.000 0.04 L17 35.50-35.00 A 0,856 0.000 0.000 1,493 0.000 0.01 B 0,000 0.000 0.503 0.000 0.02 C 0.000 0.000 0503 0.000 0.00 1-18 35.00-30.00 A 0.849 0.000 0.000 14,979 0,000 0.13 B 0,000 0.000 5.140 0.000 0,17 C 0.000 0.000 5.140 0.000 0.03 L19 30.00-27.75 A 0,839 0.000 0.000 7,227 0.000 0.06 B 0.000 0.000 1815 0.000 0.08 C 0.000 0.000 2.815 0.000 0,01 L20 27.75-27,50 A 0.835 0.000 0.000 0.802 0.000 U1 B 0.000 0.000 0.313 0.000 0.01 C 0.000 0.000 0.313 0.000 0.00 L21 27.50-22.50 A 0.827 0.000 0.000 16.005 0.000 0.13 B 0.000 0,000 6.243 0.000 0„18 C 0.000 0,000 6.243 0.000 0.03 L22 2250-17.50 A 0.808 0.000 0,000 15.923 0.000 0,13 B 0.000 0.000 6,225 0.000 0,18 C 0:000 0.000 6.225 0,000 0.03 In"xToJob Pagew r Mattituck(BU 843211) 9 of 31 Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle SPN FAX.-(919)661-6350 Tower Tower Face Ice AR AF CAAA CAAA Weight Section Elevation or Thickness In Face Out Face .. .�t................. .....Lei _.186!?..........,..,.......,.,. .,,,... .,,,,,,,,, .f?�..... ........._....� .»�� ..._......,,,,_K...,,,,.....,., L23 17.50-12,50 A 0.70.000 0.000 15.819 0.000 0,13 B 0.000 0,000 6202 0.000 0,18 C 0.000 0,000 6,202 0.000 0,03 L24 12,50-7,50 A 0.754 0.000 0,000 15.679 0.000 0.12 B 0.000 0.000 6.171 0.000 0.17 C 0.000 0,000 6.171 0,000 0.03 L25 7.50-3,92 A 0.713 0,000 0,000 11.094 0.000 0,08 B 0,000 0,000 4.389 0.000 0,12 C 0.000 OA00 4,389 0,000 0.02 L26 3.92-3,67 A 0.685 0,000 0,000 0,768 0.000 0.01 B 0.000 0,000 0.305 0.000 0.01 C 0.000 0.000 0.305 0.000 0.00 L27 3,67-325 A 0.678 0.000 0,000 1.288 0.000 0,01 B 0.000 0,000 0.512 0.000 0.01 C 0.000 0,000 0,512 0.000 0,00 L28 3,25-3.00 A 0.672 0.000 0,000 0,765 0.000 0,01 B 0.000 0,000 0304 OMO 0,01 C 0.000 OA00 0304 0.000 0,00 L29 3.00-0.00 A 0.624 MOO 0,000 9.055 OMO 0,06 B 0.000 0,000 3.624 0,000 0.10 C 0.000 0.000 3,624 0,000 0,01 _wwwww_e_e_e_e_e W w _e_e Feed Line Center of Pressure Section Elevation CP,r CPZ CPx CPZ Ice Ice in in in in .....�1...,.,......_., 107.50-102.50 .0.._..... .. ......,.,... .. „ ........w ..._ 0000 0,0000 0,0000 0.0000 L2 102.50-97,50 0.0000 0.0000 0.0000 0.0000 L3 97,50-92.50 0.0000 0.0000 0.0000 00000 L4 92.50-87.50 0,0000 -0.1209 0.0000 -0,1599 L5 8750-82.50 00000 -L1100 0,0000 -1,4355 L6 82.50-77,50 0.0000 -1.1108 0.0000 -1,4358 L7 77,50-71,75 0,0000 -1.1117 0.0000 -1.4356 L8 71,75-70.50 0.0000 -1,1120 0.0000 -1.4367 L9 70,50-65.50 0.0000 -1,1124 0.0000 -1,4326 L10 65,50-60.50 -05345 -1,5686 -0,5120 -1.8096 L11 60,50-55.50 -3,6667 -4,2812 -3,1875 -3,8121 L12 55.50-53,58 -0,5011 -2,8326 -10209 -2.9059 L13 53.58-53.33 -05028 -18428 -1,0241 -2.9157 L14 53.33-48,33 -0,5063 -18653 -10308 -2.9372 L15 48.33-43.33 -0.5130 -2,9078 -1,0432 -2,9771 L16 43.33-35,50 -0,5214 -2,9611 -1,0582 -3.0262 L17 35.50-35.00 -0,5228 -19700 -L0614 -3„0359 L18 35.00-30.00 -0,4691 -2.9675 -1,0253 -3.0355 L19 30.00-27,75 -0.0172 -2,7970 -07032 -29287 L20 27.75-27.50 -0.0171 -28072 -0.7044 -2.9374 L21 27.50-22.50 -0.0168 -2.8279 -0,7064 -2.9548 L22 22.50-17.50 -0.0163 -2.8671 -0.7094 -2.9862 L23 17.50-12.50 -0.0158 -2.9056 -0.7104 -3,0144 L24 12,50-7.50 -0,0152 -2.9436 -0.7081 -3.0374 L25 7.50-3.92 -0.0148 -2.9757 -0,7007 -3.0490 L26 3.92-3.67 -0.0146 -2,9911 -0,6939 -3.0499 L27 3.67-3.25 -0.0146 -2,9936 -0.6921 -3.0491 L28 3.25-3.00 -0,0145 -2,9949 -0,6899 -3.0468 L29 3.00-0.00 -00144 -3,0070 -0,6750 -3,0337 t/ZxTo111?er Job Mattituck(BU 843211) Page10 of 31 Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX.-(919)661-6350 FAX.- Note:For pole sections,center of pressure calculations do not consider feed line shielding, Shielding Factor Ka Tower Feed Line Description Feed Line Ka Ko Section Record No. Se meet Elev. No Ice Ice L4 13 CUl2PSM5P8XXX(1-3/8) 87,50-88.00 1,0000 1,0000 L5 13 CUl2PSM9P8XXX(1-3/8) 82.50-87.50 1,0000 1.0001() L6 13 CUl2PSM9P8XXX(1-3/8) 77.50-82.50 1.0000 1 00070 L7 13 CUl2PSM5P8XXX(1-3/8) 71.75-77.50 1,0000 1,00008') L8 13 CUl2PSM9P8XXX(1-3/8) 7050-71.75 1 0000 HMO L9 13 CU12PSM9P8XXX(1-3/8) 65.50-70.50 1,0000 1.0000 L10 13 CU12PSM9P8XXX(1-3/8) 60.50-65.50 1.0000 1,0000 L10 18 HCS 6X12 4AWG(l-5/8) 60,50-61.00 1 MOO 1.01000 L10 19 LCF78-50JA(7/8) 60.50-6100 1,0000 1.,0000 L11 13 CUI2PSM9P8XXX(1-3/8) 55.50-60.50 1,0000 LOOM L11 18 HCS 6X124AWG(I-5/8) 55.50-60.50 1,0000 1,00(10 Li l 19 LCF78-50JA(7/8) 55.50-60,50 1,0000 1.0000 L11 26 (Area)CCI-65FP-050125(H) 55.50-5558 1,0000 1.1'000'00 L11 27 (Area)CCI-65FP-050125(H) 55.50-55 58 1.0000 1.0000 Ll 1 28 (Area)CCI-65FP-050125(H) 55.50-55.58 1,0000 1,00000 L12 13 CU12PSM4P8XXX(1-3/8) 53.58-55.50 1.0000 1,0000 L12 18 HCS 6XI2 4AWG(I-5/8) 5358-55.50 1,0000 1.000]) L12 19 LCF78-50JA(7/8) 53.58-55.50 1.0000 1,0000 L12 26 (Area)CCI-65FP-050125(H) 53,58-5550 1.0000 1.0000 L12 27 (Area)CCI-65FP-050125(H) 53,58-55.50 1.04',1OO 1,0000 L12 28 (Area)CCI-65FP-050125(H) 53,58-55.50 1.0000 1,0000 L13 13 CUl2PSM9P8XXX(1-3/8) 53,33-53.58 1.0000 1 0000 L13 18 HCS 6X12 4AWG(1-5/8) 53,33-53.58 1 P0000 1,0000 L13 19 LCF78-50JA(7/8) 53.33-53.58 4.01700 1.0000 L13 26 (Area)CCI-65FP-050125(H) 53.33-53.58 1,00010') 1 MOO L13 27 (Area)CCI-65FP-050125(H) 53,33-53.58 1,01010) 1.0000 L13 28 (Area)CCI-65FP-050125(H) 5333-53.58 I.M00 1,0000 L14 13 CU12PSM9P8XXX(1-3/8) 48.33-53.33 1,.0000 1.0000 L14 18 HCS 6X124AWG(I-5/8) 48.33-53.33 1,0000 1MOO L14 19 LCF78-50JA(7/8) 4833-53.33 1,0000 1.0000 L14 26 (Area)CCI-65FP-050125(H) 48.33-53.33 1,0000 1.0000 L14 27 (Area)CCI-65FP-050125(H) 48,33-53.33 1,0000 1.0000 L14 28 (Area)CCI-65FP-050125(H) 48,33-53.33 1 MOO 1.0000 L15 13 CUl2PSM9P8XXX(1-3/8) 43,33-4833 10000 1.0000 L15 18 HCS 6X124AWG(1-5/8) 4333-48.33 10000 1,0000 L15 19 LCF78-50JA(7/8) 43,33-48.33 1,0000 1.0000 L15 26 (Area)CCI-65FP-050125(H) 43.33-48,33 1.0000 1.0000 L15 27 (Area)CCI-65FP-050125(H) 4333-4833 1.0000 1,0000 L15 28 (Area)CCI-65FP-050125(H) 43,33-48,33 1.0000 1,0000 L16 13 CUl2PSM9P8XXX(1-3/8) 35,50-43.33 10000 1.0000 L16 18 HCS 6X124AWG(I-5/8) 35,50-43,33 1,0000 1,0000 L16 19 LCF78-50JA(7/8) 35,50-43,33 1.0000 1,0000' L16 26 (Area)CCI-65FP-050125(H) 35.50-43,33 1.0000 1,0000 L16 27 (Area)CCI-65FP-050125(H) 35.50-43,33 1.0000 1.0000 L16 28 (Area)CCI-65FP-050125(H) 35.50-43.33 1.0000 1.0000 L17 13 CUl2PSM9P8XXX(l-3/8) 35.00-35,50 1,0000 10000 L17 18 HCS 6XI2 4AWG(I-5/8) 35.00-35.50 1.0000 1.0000 L17 19 LCF78-50JA(7/8) 35.00-35.50 1,0000 1.0000 L17 26 (Area)CCI-65FP-050125(H) 35.00-35.50 1.0000 1.0000 L17 27 (Area)CCI-65FP-050125(H) 35.00-35.50 1,0000 1.0000 IfIxTUWer Job Mattituck(BU 843211) Page11 of 31 Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle SPN FAX:(919)661-6350 Tower Feed Line Description Feed Line Ka Ka Section Record No. Se went Elev. No Ice Ice L17 28 (Area)CCI-65FP-050125(H) 35.00-35.50 1.0000 1,0000 L18 13 CU12PSM9P8XXX(I-3/8) 3000-3500 1.0000 1,0000 LIS 18 HCS 6X12 4AWG(1-5/8) 30.00-35.00 1.0000 1.0000 LIS 19 LCF78-SOJA(7/8) 30.00-35.00 1.0000 1,0000 L18 22 (Area)CCI-65FP-065125(H) 30.00-30.50 1.0000 1,0000 L18 23 (Area)CCI-65FP-065125(H) 30.00-3050 1.0000 1 MOO L18 24 (Area)CCI-65FP-065125(H) 30.00-3050 1.0000 1,0000 L18 26 (Area)CCI-65FP-050125(H) 30.50-35A0 L0000 1.0000 L18 27 (Area)CCI-65FP-050125(H) 30.50-3500 1.0000 1.0000 L18 28 (Area)CCI-65FP-050125(H) 30.50-3500 1.0000 1,0000 L19 13 CU12PSM9P8XXX(I-3/8) 2775-30.00 1.0000 1.0000 L19 18 HCS 6X12 4AWG(1-5/8) 27.75-3000 1.0000 1.0000 L19 19 LCF78-50JA(7/8) 27.75-30.00 1.0000 1.0000 L19 22 (Area)CCI-65FP-065125(H) 27.75-3000 1.0000 1.0000 L19 23 (Area)CCI-65FP-065125(H) 2775-30.00 1.0000 1,0000 L19 24 (Area)CCI-65FP-065125(H) 27,75-30.00 1.0000 1,0000 L20 13 CU12PSM9P8XXX(I-3/8) 27.50-27.75 1.0000 1,0000 L20 18 HCS 6X12 4AWG(1-5/8) 27.50-2775 1.0000 1.0000 L20 19 LCF78S0JA(7/8) 27,50-2775 1.0000 1.0000 L20 22 (Area)CCI-65FP-065125(H) 27.50-27.75 1.0000 1,0000 L20 23 (Area)CCI-65FP-065125(H) 27.50-2775 1.0000 1,0000 L20 24 (Area)CCI-65FP-065125(H) 27.50-2735 1,0000 1,0000 L21 13 CUI2P1M9P8XXX(I-3/8) 22,50-27.50 1.0000 1,0000 L2l 18 HCS 6X12 4AWG(1-5/8) 22,50-27.50 1,0000 1.0000 L21 19 LCF78-50JA(7/8) 22,50-27,50 1 0000 1.0000 L21 22 (Area)CCI-65FP-065125(H) 22,50-27.50 1.0000 1.0000 L21 23 (Area)CCI-65FP-065125(H) 22,50-27.50 L0000 1,0000 L21 24 (Area)CCI-65FP-065125(H) 2250-27.50 1.0000 1,0000 L22 13 CU12PSM9P8XXX(I-3/8) 17.50-22.50 1,0000 1.0000 L22 18 HCS 6X12 4AWG(I-5/8) 17,50-22,50 1,0000 1.0000 L22 19 LCF78-50JA(7/8) 17.50-22.50 1.0000 1.0000 L22 22 (Area)CCI-65FP-065125(H) 17.50-22 50 1,0000 1.0000 L22 23 (Area)CCI-65FP-065125(H) 1750-22 50 1,0000 1.0000 L22 24 (Area)CCI-65FP-065125(H) 17.50-22,50 1.0000 1.0000 L23 13 CU12PSM9P8XXX(I-3/8) 12.50-17.50 1.0000 1,0000 L23 18 HCS 6X12 4AWG(I-5/8) 12.50-17,50 I'M 1.0000 L23 19 LCF78-50JA(7/8) 12.50-1750 1,0000 1.0000 L23 22 (Area)CCI-65FP-065125(H) 12.50-17.50 1.0000 1,0000 L23 23 (Area)CCI-65FP-065125(H) 12.50-17.50 1,0000 1,0000 L23 24 (Area)CCI-65FP-065125(H) 12.50-17,50 1,0000' 1.0000 L24 13 CU12PSM9P8XXX(I-3/8) 750-1250 1,0000 1.0000 L24 18 HC16X124AWG(1-5/8) 7.50-12,50 1,0000 1.0000 L24 19 LCF78-50JA(7/8) 7.50-12.50 1.0000 1.0000 L24 22 (Area)CCI-65FP-065125(H) 7.50-12,50 1,0000 1.0000 L24 23 (Area)CCI-65FP-065125(H) 7.50-12.50 1,0000 1.0000 L24 24 (Area)CCI-65FP-065125(H) 7.50-12.50 1.0000 1.0000 L25 13 CU12PSM9P8XXX(I-3/8) 3,92-7.50 1.0000 1.0001) L25 18 HCS 6X12 4AWG(1-518) 3,92-7.50 1,0000 L00C10 L25 19 LCF78-50JA(7/8) 3,92-7,50 1,0000 1„0000 L25 22 (Area)CCI-65FP-065125(H) 3,92-750 1.0000 1,0000 L25 23 (Area)CCI-65FP-065125(11) 3,92-750 1.0000 1.001,8'3 L25 24 (Area)CCI-65FP-065125(1.1) 3.92-7,50 1.0000 1.0000 L26 13 CU12PSM9P8XXX(I-VS) 3.67-392 1.0000 1.0000 L26 18 HCS 6XI24AWG(1-518) 3.67-3.92 1,0000 1.0000 L26 19 LCF78-50JA(7/8) 3.67-3.921 1,0000 1,0000 L26 22 (Area)CCI-65FP-065125(11) 3,67-3.92 1,0000 I,W'X) L26 23 (Area)CCI-65FP-065125(11) 367-3.92 1,0000 1.0000 L26 24 (Area)CCI-65FP-065125(14) 3.67-3.92 1,0000 1,011011 L27 13 CUI2PSM91?8XXX(I-3/8) 325-3.67 1.0000 1,01100 L27 18 HCS 6X12 4AWG(I-5/8)1325-3 67 1,0000 1,0000 L27 19 LCF78-50.IA,(7/8) 3.25-3„67 10000 1,0000 L27 22 (Area)CCI-65FP-065125(H)l 3.25-3,67 1.0000 1.Woo Jab xToive°a Mattituck(BU 843211) Page12 of 31 Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle SPN FAX:(919)661-6350 Tower Feed Line Description Feed Line Ko Ko Section Record No. Se ment Elev. No Ice Ice L27 23 (Area)CCI-65FP-065125(H) 3.25-367 1.0000 1.0000 L27 24 (Area)CCI-65FP-065125(H) 3.25-367 1.0000 1.0000 L28 13 CU12PSM9P8XXX(1-3/8) 3.00-3.25 1,0000 1.0000 L28 18 HCS 6XI2 4AWG(I-5/8) 3.00-125 1,0000 1.0000 L28 I9 LCF78-50JA(7/8) 3,00-3.25 1,0000 1.0000 L28 22 (Area)CCI-65FP-065125(H) 3,00-3.25 1.0000 1.0000 L28 23 (Area)CCI-65FP-065125(H) 3.00-3.25 1.0000 1.0000 L28 24 (Area)CCI-65FP-065125(H) 3,00-325 1,0000 1,0000 L29 13 CUI2PSM9P8XXX(1-3/8) 0.00-300 1,0000 1.0000 L29 18 HCS 6XI2 4AWG(1-5/8) 000-3,00 1,0000 1.0000 L29 19 LCF78-50JA(7/8) 0.00-3.00 1,0000 1.0000 L29 22 (Area)CCI-65FP-065125(H) 0,00-3.00 1,0000 1.0000 L29 23 (Area)CCI-65FP-065125(H) 0,00-300 1,0000 1.0000 L29 24 (Area)CCI-65FP-065125(H) 000-3.00, 1,0000 1.0000 Effective Width of Flat Linear Attachments / Feed Lines Tower Attachment Description Attachment Ratio Effective Section Record No. Segment Elev. Calculation Width Method Ratio L11 26 (Area)CCI-65FP-050125(13) 55,50-55,58 Auto O.i,10Od) L11 27 (Area)CC1-65FP-050125(11) 55,50-55.58 Auto 0,0000 L11 28 (Area)CC1-65FP-050125(H) 55,50-5558 Auto 0 000 L12 26 (Area)CCI-65FP-050125(H) 5358-55,50 Auto 0.01100 L12 27 (Area)CCI-65FP-050125(11) 53.58-55,.50 Auto 0,0(wk L12 28 (Area)CCI-65FP-050125(11) 5358-55,50 Auto 0,0000 L13 26 (Area)CCI-65FP-050125(H) 53,33-53.58 Auto 0.0133 L13 27 (Area)CCI-65FP-050125(H) 53.33-53,58 Auto 0,0133 L13 28 (Area)CCI-65FP-050125(11) 53.33-53.58 Auto 0.0133 L14 26 (Area)CCI-65FP-050125(11) 4833-53.33 Auto 0,0019 L14 27 (Area)CCI-65FP-050125(1°1) 4833-53.33 Auto 0.0019' L14 28 (Area)CCI-65FP-050125(11) 4833-53.33 Auto 0,0019 L15 26 (Area)CCI-65FP-050125(11) 4333-48.33 Auto 0k0000 L15 27 (Area)CCI-65FP-050125(1"1) 4333-48.33 Auto 0,0000 L15 28 (Area)CCI-65FP-050125(11) 4333-48.33 Auto 0.0000 L16 26 (Area)CCI-65FP-050125(H) 35.50-4333 Auto 00000 L16 27 (Area)CCI-65FP-050125(H) 35.50-43.33 Auto O.00WM L16 28 (Area)CCI-65FP-050125(H) 35.50-4333 Auto0,0000 L17 26 (Area)CCI-65FP-050125(H) 35.00-35.50 Auto 0.0000 L17 27 (Area)CCI-65FP-050125(H) 35.00-35,50 Auto 0,0000 L17 28 (Area)CCI-65FP-050125(H) 35.00-3550 Auto 0.0k1t10 L18 22 (Area)CCI-65FP-065125(H) 30,00-3050 Auto 0,1675 L18 23 (Area)CCI-65FP-065125(H) 3000-3050 Auto 0.1675 L I 1 24 (Area)CCI-65FP-065125(H) 30.00-30,50 Auto 0,1675 L18 26 (Area)CCI-65FP-050125(H) 30.50-35,00 Auto 00000 L18 27 (Area)CCI-65FP-050125(H) 30,50-3500 Auto Oe)ON) L18 28 (Area)CCI-65FP-050125(H) 30,50-35.00 Auto 0,0000 L19 22 (Area)CCI-65FP-065125(H) 27,75-30,00 Auto 0.1598 L19 23 (Area)CCI-65FP-065125(H) 27.75-30,00 Auto 0.1598 L19 24 (Area)CCI-65FP-065125(H) 27,75-30.00 Auto 0.1598 L20 22 (Area)CCI-65FP-065125(H) 2250-27.75 Auto 0.1679 L20 23 (Area)CCI-65FP-065125(H) 27.50-27.75 Auto 0,1679 L20 24 (Area)CCI-65FP-065125(H) 27,50-27.75 Auto 0.1679 L21 22 (Area)CCI-65FP-065125(H) 22.50-27.50 Auto 0.1531 WxTower Job Mattituck(BU 843211) Page13 of 31 Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX-(919)661-6350 SPN Tomer Attachment Description Attachment Ratio Effective Section Record No. Segment Elev. Calculation Width Method Ratio L21 23 (Area)CCI-65FP-065125(H) 2250-27.50 Auto 0,1531 L21 24 (Area)CCI-65FP-065125(H) 2250-27.50 Auto 0.1531 L22 22 (Area)CCI-65FP-065125(H) 17.50-22.50 Auto 0.1315 L22 23 (Area)CCI-65FP-065125(H) 17,50-22.50 Auto 0.1315 L22 24 (Area)CCI-65FP-065125(H) 17,50-2250 Auto 0:1315 L23 22 (Area)CCI-65FP-065125(H) 12.50-17.50 Auto 0.1081 L23 23 (Area)CCI-65FP-065125(H) 12,50-17.50 Auto 0.1081 L23 24 (Area)CCI-65FP-065125(H) 12,50-17.50 Auto 0.1081 L24 22 (Area)CCI-65FP-065125(H) 7.50-12.50 Auto 0..0847 L24' 23 (Area)CCI-65FP-065125(H) 7.50-12,50 Auto 0.0847 L24' 24 (Area)CCI-65FP-065125(H) 7.50-1250 Auto 0,0847 L25 22 (Area)CCI-65FP-065125(H) 3,92-7.50 Auto 0.0661 L25 23 (Area)CCI-65FP-065125(H) 392-7.50 Auto 0,0661 L25 24 (Area)CCI-65FP-065125(H) 3,92-7.50 Auto 0.0661 L26 22 (Area)CCI-65FP-065125(H) 3,67-3.92 Auto 0„1323 L26 23 (Area)CCI-65FP-065125(H) 3,67-3.92 Auto 0.1323 L26 24 (Area)CCI-65FP-065125(H) 3,67-3.92 Auto 0.1323 L27 22 (Area)CCI-65FP-065125(H) 325-3.67 Auto 0.1308 L27 23 (Area)CCI-65FP-065125(H) 3.25-3.67 Auto 0.1308 L27 24 (Area)CCI-65FP-065125(H) 3.25-3.67 Auto 0.1308 L28 22 (Area)CCI-65FP-065125(H) 3.00-3.25 Auto 0.0566 L28 23 (Area)CCI-65FP-065125(H) 3.00-3.25 Auto 0.0566 L28 24 (Area)CCI-65FP-065125(H) 3,00-3.25 Auto 0.0566 L29 22 (Area)CCI-65FP-065125(H) 000-3.00 Auto 0.0512 L29 23 (Area)CCI-65FP-065125(H) 0,00-3.00 Auto 0.0512 L29 24 Area)CCI-65FP-065125(H) 0,00-300. Auto 0„0512 Discrete Tower Loads Description Face Offset Offsets: A=imuth Placement CAA,a CA4 Weight or Type Hare Adjustment Front Side Leg Lateral Vert J1 fi ft2 ft, K f . .............. ff x 6 SideLight C From _.-..., Leg 0,00 0,0000 107.500050 No Ice 009 0,09 0.00 0.00 1/2"Ice 0,14 0.14 0,00 2.00 1"Ice 0.19 0.19 0.00 3/4"x 4 ft lightning rod C From Leg 0.00 0„0000 107.50 No Ice 0.30 030 0.01 0,00 1/2"Ice 0.71 071 0,01 4,00 1"Ice 1,00 1,00 0.02 24"x 16"Top Hat C None 0.0000 108.50 No Ice 3.20 3,20 0.11 1/2"Ice 3.43 3.43 015 1"Ice 366 3,66 0.18 **107** AIR 6419 B41 TMO w/ A From 4.00 -20.0000 107.00 No Ice 6.,58 3.50 0.11 Mount Pipe Centroid-Fa -6,00 1/2"Ice 7.06 3,90 0.16 ce 1.00 1"Ice 7,57 4.32 0.22 AIR 6419 B41 TMO w/ B From 4.00 -30.0000 107.00 No Ice 6.58 3,50 0.11 Mount Pipe Centroid-Fa -6.00 1/2"Ice 7.06 3.90 0.16 ce 1,00 1"Ice 7.57 4.32 0.22 AIR 6419 B41 TMO w/ C From 4,00 -20.0000 107,00 No Ice 6.58 3.50 0.11 Mount Pipe Centroid-Fa -6.00 1/2"Ice 7.06 3.90 0,16 Job 1fix ".Towe Mattituck (BU 843211) Page14 of 31 Tower Engineering Project Date Professionals TEP No.218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle SPN FAX:(919)661-6350 Description Face Offset Offsets: A=imuth Placement CAA.4 C P4A Weight or' Type Hori Adjustment Front Side Leg Lateral Vert ft o ft ftz ftz K ft _.............................__.. ..,...................... A- -..........._._,,,,,, " " .,,,,,,,, ce 1,00 V Ice 7.57 4.32 0.22 APXVLL19P 43-C-A20 TM A From 4.00 -20.0000 10700 No Ice 5.08 3.20 0.08 O w/Mount Pipe Centroid-Fa -2.00 1/2"Ice 5.59 3.68 0.13 ce 1.00 1"Ice 6.10 4.17 0.20 APXVLL19P_43-C-A20 TM B From 4,00 -30,0000 107.00 No Ice 5.08 3.20 0.08 O w/Mount Pipe Centroid-Fa -2.00 1/2"Ice 5.59 3,68 0.13 ce 1,00 V Ice 6.10 4.17 0.20 APXVLLI9P 43-C-A20 TM C From 4,00 -20,0000 107.00 No Ice 5.08 3.20 0.08 O w/Mount Pipe Centroid-Fa -2.00 1/2"Ice 5.59 3.68 0.13 ce 1,00 1"Ice 6.10 4,17 0.20 APXVAALL24 43-U-NA20 A From 4,00 -200000 107.00 No Ice 14.69 6.87 0.18 _TMO w/Mount Pipe Centroid-Fa 6.00 1/2"Ice 15,46 755 0,31 ce 1,00 V Ice 16,23 825 0,45 APXVAALL24 43-U-NA20 B From 4.00 -30.0000 107,00 No Ice 14.69 6.87 0.18 _TMO w/Mount Pipe Centroid-Fa 6.00 1/2"Ice 15,46 7,55 0,31 ce 1.00 V Ice 16,23 8.25 0,45 APXVAALL24 43-U-NA20 C From 4.00 -20,.0000 107.00 No Ice 14,69 6,87 0.18 _TMO w/Mount Pipe Centroid-Fa 6,00 1/2"Ice 15,46 7,55 031 ce 1.00 V Ice 16.23 8,25 0,45 RADIO 4460 132/1325 A From 4.00 -20,0000 107.00 No Ice 2,14 1.69 0,11 B66 TMO Centroid-Fa -6.00 1/2"Ice 232 1.85 0.13 ce 1,00 V Ice 2,51 2.02 0.16 RADIO 4460 132/1325 B From 4.00 -30,0000 107,00 No Ice 114 1,69 0.11 B66 TMO Centroid-Fa -6,00 I/2"Ice 232 1.85 0.13 ce 1,00 V Ice 2.51 2.02 016 RADIO 4460 132/1325 C From 4,00 -20.0000 107.00 No Ice 2.14 1.69 0.11 B66 TMO Centroid-Fa -6.00 1/2"Ice 2.32 1,85 0.13 ce 1.00 I"Ice 2,51 2.02 016 Radio 4480 TMOV2 A From 4.00 -20,0000 107.00 No Ice 2.88 1,40 0,08 Centroid-Fa 6,00 1/2"Ice 3,09 1.56 010 ce 1,00 P Ice 331 133 0.13 Radio 4480 TMOV2 B From 4,00 -30.0000 107.00 No Ice 2.88 1.40 0.08 Centroid-Fa 6.00 1/2"Ice 3,09 1,56 0,10 ce 1.00 P Ice 3,31 133 0 13 Radio 4480 TMOV2 C From 4.00 -20.0000 107.00 No Ice 2,88 1,40 0.08 Centroid-Fa 6,00 1/2"Ice 3,09 1,56 0.10 ce 1,00 V Ice 3,31 133 0.13 2,4"Dia x 6-11 Pipe A From 4,00 0,0000 107.00 No Ice 1,43 1.43 0.02 Centroid-Fa 2,00 1/2"Ice 1,93 1.93 0.03 ce 0,00 V Ice 2,30 230 0.05 2.4"Dia x 6-11 Pipe B From 4,00 0.0000 107,00 No Ice 1,43 1.43 0.02 Centroid-Fa 200 1/2"Ice 1.93 1.93 0.03 ce 0,00 V Ice 2.30 230 0.05 2.4"Dia x 6-ft Pipe C From 4.00 00000 10700 No Ice 1.43 1.43 0.02 Centroid-Fa 2.00 1/2"Ice 193 193 0,03 ce 0.00 I"Ice 230 230 0,05 Platform Mount[LP C None 0.0000 107,00 No Ice 17.09 17,09 1.50 303-1_HR-1] 1/2"Ice 21.47 21,47 1.88 1"Ice 25.72 25,72 2,35 **98** (3)NNHH-65A-R4 w/Mount A From 4,00 30,0000 98,00 No Ice 5,66 3.05 0,09 Pipe Centroid-Le -1.00 1/2"Ice 6,04 3.39 0,15 g 0.00 V Ice 6,44 3.74 0,23 (3)NNHH-65A-R4 w/Mount B From 4,00 30,0000 98.00 No Ice 5.66 3.05 0,09 Pipe Centroid-Le -1.00 1/2"Ice 6,04 339 0,15 g 0,00 V Ice 6,44 334 023 (3)NNHH-65A-R4 w/Mount C From 4,00 30.0000 98,00 No Ice 5,66 3,05 0.09 tnxTower Job Mattituck(BU 843211) Page 15 of 31 Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle SPN FAX:(919)661-6350 esc�ription�-...-.-Face--Offe,---oji,e-ts7--.:Ti,-nulh- Weight or Type Horf Adjustment Front Side Leg Lateral Vert ft ft ft, ft2 K ft ......................................... .............. ........... [PC Centroid-Le -1,00 1/2"Ice 6,04 339 0.15 9 0,00 V Ice 6.44 3.74 0.23 BAND 5 AHCA RRH4X40 A From 4.00 30,0000 98,00 No Ice 1.31 035 004 Centroid-Le -7,00 1/2"Ice 1.46 0.86 0.05 9 UO V Ice 1.61 0.98 0,07 BAND 5 AHCA RRH4X40 B From 4.00 30,0000 98,00 No Ice 1.31 0.75 0,04 Centroid-Le -7,00 1/2"Ice 1.46 0.86 005 9 0,00 V Ice 1.61 0.98 0,07 BAND 5 AHCA RRH4X40 C From 4.00 30,0000 98.00 No Ice 131 0.75 004 Centroid-Le -7,00 1/2"Ice 1,46 0.86 0,05 9 0,00 V Ice 1.61 098 0.07 AHLBA A From 4.00 30.0000 98,00 No Ice 367 231 0,10 Centroid-Le -7,00 1/2"Ice 392 251 0.13 9 0,00 1"Ice 4.18 2,73 0.16 AHLBA B From 400 30,0000 98 00 No Ice 367 2,31 0.10 Centroid-Le -7,00 1/2"Ice 3.92 151 0.13 9 0,00 V Ice 4,18 2,73 0.16 AHLBA C From 4.00 30.0000 98,00 No Ice 167 231 UO Centroid-Le -7,00 1/2"Ice 192 2,51 0.13 9 0.00 P Ice 418 2.73 0.16 B25 RRH4X30 A From 4,00 30.0000 98.00 No Ice 2.12 1.29 0.05 Centroid-Le -7.00 1/2"Ice 2.31 1.45 007 9 000 V Ice 2.50 1.61 0,09 B25 RRH4X30 B From 4,00 30.0000 98.00 No Ice 2.12 1,29 0.05 Centroid-Le -7.00 1/2"Ice 2.31 1.45 0.07 9 0,00 V Ice 2.50 1,61 0.09 B25 RRH4X30 C From 4,00 30.0000 98.00 No Ice 212 1,29 0.05 Centroid-Le -7.00 1/2"Ice 2,31 1,45 0.07 9 0,00 V Ice 2,50 161 0.09 RRH4X25-WCS A From 400 30.0000 98.00 No Ice 3.34 3.84 0.09 Centroid-Le 2.00 1/2"Ice 3.59 4.09 0.13 9 0,00 V Ice 3,84 4.36 0.16 RRH4X25-WCS B From 4.00 30,0000 98,00 No Ice 334 3,84 0.09 Centroid-Le 2.00 1/2"Ice 3.59 409 0.13 9 0.00 V Ice 3.84 4.36 016 RRH4X25-WCS C From 4.00 30,0000 98.00 No Ice 3.34 384 0.09 Centroid-Le 2,00 1/2"Ice 159 4,09 0.13 9 0.00 V Ice 384 436 0.16 DC6-48-60-18-8F A From 4.00 30,0000 98,00 No Ice 1.21 1,21 0.03 Centroid-Le 2.00 1/2"Ice 1,89 1.89 0.05 9 0.00 V Ice 211 2.11 0.08 DC6-48-60-18-8F C From 4.00 300000 98.00 No Ice 121 1.21 0.03 Centroid-Le 2,00 1/2"Ice 1.89 1.89 0.05 9 0.00 V Ice 2,11 211 0,08 (2)2 4"Dia x 6-ft Pipe A From 4,00 0.0000 98.00 No Ice 1.43 1.43 0.02 Centroid-Le 2,00 1/2"Ice 1.93 1,93 0,03 9 0,00 V Ice 2.30 2,30 005 (2)24"Dia x 6-ftPipe B From 4,00 0.0000 9800 No Ice 1,43 1,43 0.02 Centroid-Le 200 1/2"Ice 1,93 1.93 0.03 9 0,00 P Ice 230 2.30 0.05 (2)2.4"Dia x 6-ft Pipe C From 400 0,0000 98,00 No Ice 143 1.43 0.02 Centroid-Le 2.00 1/2"Ice 1.93 193 0,03 9 0,00 1"Ice 2.30 2,30 0,05 Platform Mount[LP C None 00000 98,00 No Ice 2639 2639 2.36 1201-1-HR-1] 1/2"Ice 31.40 3140 3,06 1"Ice 36.20 3620 3.86 **88** tnxTower Job Mattituck(BU 843211) Page 16 of 31 Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle SPN FAX.-(919)661-6350 �escripii-on �ac e -Offs-e;-Offsets: &imuth -Placement CSA, CaA Weight or Type Hors Adjustment Front Side Leg Lateral Vert ft ft ft2 ft, K ft - . ....... ... ......................... ........... ------ ount A From 400 30.0000 88.00 No Ice 801 423 Oil Pipe Centroid-Le -4,00 1/2"Ice 8,52 4,69 019 9 000 P Ice 904 5.16 0,29 MX08FRO665-21 w/Mount B From 4.00 30.0000 88,00 No Ice 8,01 4,23 0.11 Pipe Centroid-Le -400 1/2"Ice 852 469 0.19 9 0.00 P Ice 9.04 5,16 0.29 MX08FRO665-21 w/Mount C From 4.00 30.0000 88.00 No Ice 801 4,23 0,11 Pipe Centroid-Le -4,00 1/2"Ice 852 4.69 0.19 9 0.00 1"Ice 9,04 5.16 0.29 TA08025-13605 A From 4,00 30.0000 88.00 No Ice 1.96 1,13 0.08 Centroid-Le -4.00 1/2"Ice 114 127 009 9 0.00 V Ice 232 1,41 0.11 TA08025-13605 B From 4,00 30,0000 88.00 No Ice 1.96 1.13 0,08 Centroid-Le -4.00 1/2"Ice 214 117 0.09 9 000 V Ice 232 1,41 0.11 TA08025-13605 C From 4,00 30,0000 88.00 No Ice 1.96 1,13 0.08 Centroid-Le -400 1/2"Ice 2,14 1.27 0.09 9 000 V Ice 2,32 1.41 0.11 TA08025-13604 A From 400 30,0000 88.00 No Ice 1.96 098 0.06 Centroid-Le -4.00 1/2"Ice 2.14 Lli 0.08 9 000 P Ice 2,32 1.25 0.10 TA08025-13604 B From 4.00 30,0000 88,00 No Ice 1.96 0,98 0,06 Centroid-Le -4,00 1/2"Ice 2.14 1.11 008 9 000 V Ice 2.32 1.25 0.10 TA08025-13604 C From 4.00 30.0000 88,00 No Ice 1.96 0.98 0,06 Centroid-Le -4,00 1/2"Ice 2.14 1.11 0.08 9 0.00 V Ice 2.32 1.25 0.10 RDIDC-9181-PF-48 A From 4.00 30.0000 88,00 No Ice 2.01 1,17 0,02 Centroid-Le -400 1/2"Ice 2,19 1.31 0,04 9 0.00 1"Ice 2.37 1,46 0.06 (2)2,4"x 8'Pipe A From 4,00 00000 88.00 No Ice 1,90 1.90 0.03 Centroid-Le 2.00 1/2"Ice 2.73 2,73 0.05 9 0.00 P Ice 342 3.42 0.07 (2)2.4"x 8'Pipe B From 4.00 00000 88,00 No Ice 1.90 1.90 0.03 Centroid-Le 2,00 1/2"Ice 233 2,73 0.05 9 0.00 P Ice 3,42 342 0,07 (2)2,4"x 8'Pipe C From 400 0,0000 88,00 No Ice 1,90 1.90 0,03 Centroid-Le 200 1/2"Ice 233 273 005 9 UO P Ice 3,42 142 0,07 Commscope MC-PK8-DSH A None 0.0000 88.00 No Ice 34.24 34.24 1,75 1/2"Ice 6195 6295 2,10 1"Ice 91.66 91.66 202 **78** (2)NHH-65B-R2B A From 400 -28,0000 78.00 No Ice 4,16 2.49 0,04 Centroid-Le -2.00 1/2"Ice 4.56 2.88 0.09 9 0,00 V Ice 4.98 3.27 0.15 (2)NHH-65B-R2B B From 400 -500000 78.00 No Ice 4.16 2.49 0.04 Centroid-Le -2.00 1/2"Ice 4,56 2,88 0.09 9 0.00 V Ice 498 3,27 0.15 (2)NHH-65B-R2B C From 4,00 5,0000 78.00 No Ice 4,16 249 0.04 Centroid-Le -2.00 1/2"Ice 4,56 2.88 0.09 9 0.00 V Ice 498 327 0 15 MT6407-77A A From 4.00 -28.0000 78,00 No Ice 6,74 234 0.08 Centroid-Le 6.00 1/2"Ice 736 2,83 Oil 9 0.00 P Ice 8,00 3,35 014 MT6407-77A B From 4.00 -50.0000 78,00 No Ice 674 2,34 0,08 Centroid-Le 6.00 1/2"Ice 7.36 283 0.11 Job Page x�Twe Mattituck(BU 843211) 17 of 31 Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle SPN FAX:(919)661-6350 Description Face Offset Offsets: Aaimuth Placement CAAA CAAA Weight or Type Hort Adjustment Front Side Leg Lateral Inert ft ft ft' ft, K ft ...............,...................,.,,_..-..-........... � _ ......�...,.,.,.,., g 0,00 1"Ice..,........$..00__,_....,,,,.3,35 .._ 0.14.... MT6407-77A C From 4,00 5.0000 78.00 No Ice 6.74 2,34 0.08 Centroid-Le 6.00 1/2"Ice 7.36 2.83 0,11 g 0,00 I"Ice 8.00 3,35 0.14 XXDWMM-12.5-65-8T-CBR A From 4.00 -28.0000 78.00 No Ice 1.01 0.,65 0,02 S Centroid-Le 2.00 1/2"Ice 1.14 0.76 0.03 g 0.00 1"Ice 1.27 0.88 0,04 XXDWMM-12.5-65-8T-CBR B From 4.00 -50,0000 78.00 No Ice 1.01 0.65 0,02 S Centroid-Le 2,00 1/2"Ice 1.14 0.76 0.03 g 0,00 1"Ice 1.27 0.88 0.04 XXDWMM-12.5-65-8T-CBR C From 4,00 5.0000 78,00 No Ice 1.01 0,65 0.02 S Centroid-Le 2.00 1/2"Ice 1.14 0.76 003 g 0,00 1"Ice 1.27 0,88 0,04 RF4439D-25A A From 4,00 -280000 78.00 No Ice 1.87 1,25 0.07 Centroid-Le -6.00 1/2"Ice 2.03 1.39 0.09 g 0,00 1"Ice 2.21 1.54 0,11 RF4439D-25A B From 4,00 -50,0000 78.00 No Ice 1.87 1.25 0.07 Centroid-Le -6,00 1/2"Ice 2,03 1.39 0.09 g 0,00 I"Ice 2.21 1.54 0.11 RF4439D-25A C From 4.00 5.0000 78,00 No Ice 1.87 1.25 0.07 Centroid-Le -6.00 1/2"Ice 2.03 1.39 0,09 g 0.00 P Ice 2.21 1.54 0.11 RF4440D-13A A From 4.00 -280000 78,00 No Ice 1.87 1.13 0.07 Centroid-Le 6.00 I/2"Ice 2,03 1.27 0.09 g 0.00 I"Ice 2.21 1,41 0.11 RF4440D-13A B From 4.00 -50.0000 78,00 No Ice 1.87 1.13 0.07 Centroid-Le 6.00 1/2"Ice 2.03 127 0,09 g 0.00 P Ice 2.21 1,41 0.11 RF4440D-13A C From 4.00 5.0000 78,00 No Ice 1.87 1.13 0,07 Centroid-Le 6,00 1/2"Ice 2.03 1.27 0.09 g 0,00 1"Ice 2.21 1,41 0.11 RXXDC-3315-PF-48 A From 4.00 -28.0000 78,00 No Ice 3.92 2.61 0.03 Centroid-Le -2,00 1/2"Ice 4.18 2.83 0.06 g 0,00 1"Ice 4.45 3.05 0.10 RXXDC-3315-PF-48 A From 4,00 -50.0000 78.00 No Ice 3,92 2.61 0.03 Centroid-Le 6,00 1/2"Ice 4.18 2.83 0.06 g 0,00 I"Ice 4.45 3.05 0.10 RXXDC-3315-PF-48 B From 4.00 5.0000 78.00 No Ice 3.92 2.61 0.03 Centroid-Le 2.00 1/2"Ice 4,18 2.83 0.06 9 0,00 1"Ice 4.45 3.05 0.10 (2)1-5/8"xl-5/8"Unistrut A From 4,00 0.0000 78.00 No Ice 1.95 0.00 0.01 (12-ft Horizontal) Centroid-Le 0.00 1/2"Ice 2,76 0.00 0.03 8 0,00 1"Ice 3.58 0,00 0.06 (2)1-5/8"xl-5/8"Unistrut B From 4.00 0,0000 78.00 No Ice 1.95 0.00 0.01 (12-ft Horizontal) Centroid-Le 0.00 1/2"Ice 2.76 0,00 0.03 g 0.00 P Ice 3.58 0.00 0.06 (2)1-5/8"xl-5/8"Unistrut C From 4.00 0.0000 78,00 No Ice L95 0,00 0.01 (12-ft Horizontal) Centroid-Le 0.00 1/2"Ice 2.76 0.00 0.03 g 0.00 1"Ice 3.58 0.00 0,06 Mount Reinforcement C From 4.00 0.0000 78.00 No Ice 28.63 28.63 0.28 Specifications Centroid-Le 0.00 1/2"Ice 37.31 37.31 0,67 g 0,00 1"Ice 45.80 45.80 0.94 Platform Mount[LP C None 0.0000 78.00 No Ice 35.03 35.03 1.86 301-1_KCKRI 1/2"Ice 44.46 44.46 2.52 1"Ice 53.72 53,72 3.33 **61** ERICSSON AIR 21 134A A From Face 3,00 -20.0000 61.00 No Ice 3.14 2.59 0.11 tnxTow r Job Mattituck(BU 843211) Page18 of 31 Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle SPN FAX.-(919)661-6350 Description Face Offset Offsets: Afimuth Placement CAAA C,AA Weight or Type Hora Adjustment Front Side Leg Lateral Inert ft ft ft2 ft, K ft r B2P w/Mount Pipe -2,50 1/2"Ice 3,45 2.88 0.16 0.00 V Ice 3,77 3.19 022 ERICSSON AIR 21 B4A B From Face 3.00 -30.0000 61.00 No Ice 3.14 259 0.11 B2P w/Mount Pipe -250 1/2"Ice 3,45 2:88 0.16 0.00 1"Ice 3,77 3,19 0.22 ERICSSON AIR 21 134A C From Face 3.00 -20.0000 61.00 No Ice 3,14 2,59 0.11 B21?w/Mount Pipe -2,50 1/2"Ice 3,45 2,88 0.16 0.00 I""Ice 3.77 3,19 0.22 APXVAARR24 43-U-NA20 A From Face 3.00 -20.0000 61.00 No Ice 14,69 6,87 0.19 W/Mount Pipe 2,50 1/2"Ice 15,46 7,55 0.31 0.00 V Ice 16,23 8,25 0.46 APXVAARR24 43-U-NA20 B From Face 3.00 -30.0000 61.00 No Ice 14.69 6,87 0.19 W/Mount Pipe 2.50 1/2"Ice 15,46 7,55 0.31 0,00 V Ice 16.23 8.25 0.46 APXVAARR24 43-U-NA20 C From Face 3.00 -20.0000 61.00 No Ice 14,69 6,87 0,19 w/Mount Pipe 150 1/2"Ice 15,46 7,55 0,31 000 V Ice 16.23 8.25 0.46 S20057A] A From Face 3.00 -20.0000 61.00 No Ice 0.70 0.35 001 -2.50 1/2"Ice 0.82 0.44 0,02 1.00 V Ice 0.94 0,54 0,02 S20057AI B From Face 3.00 -30.0000 61.00 No Ice 0.70 0.35 0.01 -2.50 1/2"Ice 0.82 0.44 0,02 1 00 V Ice 0.94 0.54 002 S20057AI C From Face 3,00 -20.0000 61.00 No Ice 0.70 0.35 0.01 -2.50 1/2"Ice 0.82 0.44 0.02 1.00 V Ice 0.94 0.54 0.02 RRUS 11 B2 A From Face 3.00 -20.0000 61.00 No Ice 2,83 1.18 0.05 -150 1/2"Ice 3,04 1.33 0.07 1.00 P Ice 3,26 1:48 0.10 RRUS 11 B2 B From Face 3.00 -30,0000 61,00 No Ice 2,83 1,18 0.05 -2,50 1/2"Ice 3,04 1,33 0,07 1.00 P Ice 3.26 1.48 0,10 RRUS I1 B2 C From Face 300 -20.0000 61.00 No Ice 2„83 1,18 0,05 -2.50 1/2"Ice 3,04 1.33 007 1.00 P Ice 3.26 1.48 0,10 RADIO 4449 B 12/1371 A From Face 3.00 -200000 61,00 No Ice 1,64 1.15 0,08 2.50 1/2"Ice 1,80 1.29 009 0.00 P Ice 1.97 1.44 0,11 RADIO 4449 B12B71 B From Face 3.00 -30,0000 61.00 No Ice 1,64 L15 0.08 2.50 1/2"Ice 1.80 1.29 0.09 0.00 V Ice 1.97 144 0.11 RADIO 4449 B 12871 C From Face 3.00 -20.0000 61.00 No Ice 1.64 1,15 0.08 2.50 1/2"Ice 1.80 1.29 0.09 0.00 V Ice 1.97 1,44 0,11 T-Arm Mount[TA 702-3] C None 0.0000 61.00 No Ice 4.75 4.75 0,34 1/2"Ice 5,82 5.82 043 1"Ice 6,98 6.98 0.55 MxTower Job Mattituck(BU 843211) Page19 of 31 Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle SPIN FAX:(919)661-6350 Disheswww _....._._. Description Face Dish Offset Offsets: Acimuth 3 dB Elevation Outside Aperture Weight or Type Type Hot-- Adjustment Beam Diameter Area Leg Lateral Width Vert ................� .. _............ .,... �t _.....,,,...._, ,............_�. .... ...,.�.I **98** wwwwwwwwwwwwwwwwwwwww_._._ Load Combinations w_... wwwwwwwwwww Comb. Description No. 1 Dead Only 2 I.2 Dead+l.0 Wind 0 deg-No Ice 3 0.9 Dead+1..0 Wind 0 deg-No Ice 4 1.2 Dead+1.0 Wind 30 deg-No Ice 5 0.9 Dead+1.0 Wind 30 deg-No Ice 6 1.2 Dead+1.0 Wind 60 deg-No Ice 7 0.9 Dead+1.0 Wind 60 deg-No Ice 8 1.2 Dead+1.0 Wind 90 deg-No Ice 9 0.9 Dead+l,0 Wind 90 deg-No Ice 10 1.2 Dead+1..0 Wind 120 deg-No Ice 11 0.9 Dead+l.0 Wind 120 deg-No Ice 12 1.2 Dead+1.0 Wind 150 deg-No Ice 13 0.9 Dead+L0 Wind 150 deg-No Ice 14 1.2 Dead+1.0 Wind 180 deg-No Ice 15 0.9 Dead+1.0 Wind 180 deg-No Ice 16 1.2 Dead+1.0 Wind 210 deg-No Ice 17 0.9 Dead+1.0 Wind 210 deg-No Ice 18 I.2 Dead+1.0 Wind 240 deg-No Ice 19 0.9 Dead+1.0 Wind 240 deg-No Ice 20 1.2 Dead+1.0 Wind 270 deg-No Ice 21 0.9 Dead+1.0 Wind 270 deg-No Ice 22 I.2 Dead+1.0 Wind 300 deg-No Ice 23 0.9 Dead+1.0 Wind 300 deg-No Ice 24 1,2 Dead+1.0 Wind 330 deg-No Ice 25 0.9 Dead+1.0 Wind 330 deg-No Ice 26 1.2 Dead+1.0 Ice+1.0 Temp 27 12 Dead+1 A Wind 0 deg+1.0 Ice+1.0 Temp 28 1,2 Dead+1.0 Wind 30 deg+1.0 Ice+LO Temp 29 12 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+LO Wind 90 deg+1.0 Ice+1.0 Temp 31 12 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 32 L2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 34 1,2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1,0 Wind 270 deg+1.0 Ice+1,0 Temp 37 1,2 Dead+1.0 Wind 300 deg+l.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1,0Ice+1.0 Temp 39 Dead+Wind 0 deg-Service 40 Dead+Wind 30 deg-Service 41 Dead+Wind 60 deg-Service 42 Dead+Wind 90 deg-Service 43 Dead+Wind 120 deg-Service 44 Dead+Wind 150 deg-Service 45 Dead+Wind 180 deg-Service 46 Dead+Wind 210 deg-Service WxT. UPageWEr Job Mattituck(BU 843211} 20 of 31 Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle SPN FAX.-(919)661-6350 Comb. L7escription �,��...�,.,�� No. 47 ...._Dead+Wind 240 deg-Service ....... ...... ...,.,,,. .......,,,,,,,,... _ �..-....._.._ ..... .....................,,,,,..... ..,,,,.....,,, ..--........ 48 Dead+Wind 270 deg-Service 49 Dead+Wind 300 deg-Service 50 Dead+Wind 330 dei-Service Maximum Member Forces Section Elevation Component Condition Gov.. Axial Major Axis Minor Axis No, ft Type Load Moment Moment ..................._--................-_,,,.-,.,__ Comb:............. K .kit,,,,,..-,--,.. _. kVA,,,m., Ll 5-1025. Pole Max Tension 26 0.00 -0.00 0.00 Max.Compression 26 -7,24 0.03 -001 Max,Mx 20 -193 2928 0.23 Max.My 14 -3,90 -0.19 -30.70 Max.Vy 20 -5,80 29.28 0.23 Max.Vx 14 6,06 -0,19 -30,70 Max.Torque 13 0.58 L2 102.5-97.5 Pole Max Tension 1 0,00 0.00 0,00 Max,Compression 26 -1627 0.25 030 Max,Mx 20 -8.88 61.98 0.,59 Max,My 2 -8.85 0.65 6473 Max,Vy 20 -1130 61.98 0.59 Max.Vx 14 11,57 -0,34 -64.48 Max.Torque 13 0.58 L3 975-925 Pole Max Tension 1 0.00 0.00 0.00 Max,Compression 26 -16.92 0,27 0.29 Max,Mx 20 -936 119.61 0.82 Max,My 2 -933 0,91 123.67 Max.Vy 20 -11,75 119.61 0.82 Max.Vx 14 1201, -0.57 -123,42 Max.Torque 13 0„57 L4 925-87.5 Pole Max Tension 1 0,00 0.00 0.00 Max,Compression 26 -22,10 0.55 0.54 Max.Mx 20 -12,80 181,38 1.12 Max,My 2 -12,76 123 186.77 Max.Vy 20 -15,85 18138 1.12 Max.Vx 14 16.13 472 -186.33 Max.Torque 9 0,64 L5 87.5-82.5 Pole Max Tension 1 0,00 0.00 0.00 Max,Compression 26 -22.80 0.61 0,55 Max.Mx 20 -13.33 261.72 1.28 Max,My 2 -13,30 1.43 268,51 Max,Vy 20 -16,29 26172 1.28 Max.Vx 14 16.57 -0„85 -26806 Max Torque 9 0.64 L6 82,5-77,5 Pole Max Tension 1 0.00 0.00 0.00 Max Compression 26 -30.98 332 -0.93 Max.Mx 20 -17.40 348.15 1.09 Max.My 14 -17.39 -0.23 -35531 Max Vy 20 -22.75 348.15 1.09 Max,Vx 14 22.72 -023 -35531 Max,Torque 25 2.98 L7 77.5-71.75 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -31,29 3.35 -0.92 Max,Mx 20 -17,66 393.81 1.08 Max,My 14 -17,65 -0,20 -40090 Max.Vy 20 -22.92 393,81 1„08 Max,Vx 14 22.88 -020 -400.90 Max,Torque 25 298 tnxTower Job Mattituck (BU 843211) Page 21 of 31 Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle SPIN FAX.-(919)661-6350 Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No, ft Type Load Moment Moment Comb. K kip f L8 71.75-70.5 Pole Max Tension 1 0.00 0.00 0,00 Max Compression 26 -32,57 3.42 -0.91 Max.Mx 20 -18,66 509.56 1,05 Max.My 14 -18,65 -0.15 -516.46 Max,Vy 20 -2338 509.56 1,05 Max.Vx 14 23.35 -0.15 -516.46 Max.Torque 25 2.98 L9 70.5-65.5 Pole Max Tension 1 0.00 0,00 0.00 Max,Compression 26 -33,43 348 -0,90 Max.Mx 20 -19,42 627.40 1.03 Max,My 14 -19,42 -0,10 -634.10 Max,Vy 20 -23,77 627.40 1.03 Max,Vx 14 23.73 -OAO -634A0 Max.Torque 25 2.98 LIO 655-60.5 Pole Max Tension 1 0,00 0,00 0.00 Max,Compression 26 -37.75 3,55 -0,89 Max.Mx 20 -2107 74856 1.03 Max.My 14 -2106 -0,04 -755.14 Max,Vy 20 -26A2 748.56 1,03 Max.Vx 14 26.52 -0,04 -755,14 Max,Torque 25 298 Lll 60.5-55,5 Pole Max Tension 1 0,00 0.00 0,00 Max,Compression 26 -38.73 332 -0,81 Max Mx 20 -22.96 881,52 1,16 Max,My 14 -22.94 -0.07 -888,50 Max Vy 20 -26.77 881,52 1,16 Max.Vx 14 26.87 -0.07 -888.50 Max Torque 25 2.68 L12 555-53 58 Pole Max Tension 1 0.00 0.00 0.00 Max Compression 26 -39.15 3,78 -0.78 Max,Mx 20 -23.29 933,03 1.21 Max.My 14 -2327 -0,08 -940.16 Max.Vy 20 -26,91 933,03 1.21 Max Vx 14 27,01 -0,08 -940,16 Max,Torque 25 268 L13 53,58-53.33 Pole Max Tension 1 0,00 0,00 0.00 Max.Compression 26 -39,22 339 -038 Max.Mx 20 -2338 939.76 121 Max.My 14 -2337 -0.09 -946,91 Max,Vy 20 -2691 93936 121 Max,Vx 14 27.00 -0.09 -946.91 Max.Torque 25 168 L14 53.33-4833 Pole Max Tension 1 0,00 0.00 0.00 Max,Compression 26 -40.68 194 -0.70 Max Mx 20 -24.60 107534 1.35 Max,My 14 -24.59 -011 -1082,87 Max Vy 20 -2732 1075.34 135 Max.Vx 14 27,41 -0.11 -108187 Max Torque 25 2,68 L15 48.33-43.33 Pole Max Tension 1 000 0.00 0,00 Max,Compression 26 -4116 4.10 -0,62 Max Mx 20 -25.86 121290 1.48 Max My 14 -25,85 -0.14 -1220.82 Max Vy 20 -27,71 1212,90 1.48 Max Vx 2 -27.80 3,06 1220.54 Max.Torque 25 2.68 L16 43.33-35.5 Pole Max Tension 1 0.00 000 0.00 Max,Compression 26 -43.15 4.19 -056 Max.Mx 20 -26.71 1305.57 1.57 Max.My 14 -26.70 -0.16 -1313.74 Max,Vy 20 -2795 1305.57 1.,57 Mx7'ower Job Mattituck(BU 843211) Page22 of 31 Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle SPN FAX:(919)661-6350 Section Elevation Component Condition Gov. ' Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb K kr ft kii ft Max.Vx 2 -2805 3.17 1313,51 Max.Torque 25 2,68 L17 35.5-35 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -45,80 4.33 -0.47 Max.Mx 20 -2892 1446.51 1,71 Max.My 14 -28,91 -0.19 -1455,05 Max.Vy 20 -28,41 1446.51 1.71 Max,Vx 2 -28.50 3,35 1454.90 Max.Torque 25 2,68 L18 35-30 Pole Max Tension 1 0.00 0,00 0:00 Max,Compression 26 -47A4 4,46 -039 Max.Mx 20 -3035 1589.45 1,84 Max.My 14 -30.34 -021 -159836 Max.Vy 20 -28.76 1589.45 1,84 Max.Vx 2 -28.86 3.53 1598,29 Max.Torque 25 2.68 L19 30-27,75 Pole Max Tension 1 0,00 0,00 0.00 Max,Compression 26 -48.19 4,52 -0.35 Max.Mx 20 -31.00 1654,33 1.90 Max.My 14 -3099 -0.23 -1663.41 Max,Vy 20 -28,91 165433 1.90 Max.Vx 2 -29,01 3.60 1663.37 Max.Torque 25 2,68 L20 27.75-27.5 Pole Max Tension 1 0,00 0.00 0.00 Max.Compression 26 -48,28 4.53 -0.35 Max.Mx 20 -31,09 1661.56 191 Max.My 14 -31,09 -0.23 -1670.66 Max.Vy 20 -28.92 1661.56 1.91 Max.Vx 2 -29.01 3,61 1670,62 Max,Torque 25 2.68 L21 275-22.5 Pole Max Tension I 0.00 000 0.00 Max.Compression 26 -50.06 4.66 -026 Max,Mx 20 -32.66 1807,01 2.05 Max.My 2 -3265 3.79 1816.51 Max,Vy 20 -2925 180701 2.05 Max,Vx 2 -29.35 3.79 1816,51 Max.Torque 25 2.68 L22 22.5-17.5 Pole Max Tension 1 0.00 0.00 0.00 Max,Compression 26 -51.87 4.80 -0.17 Max.Mx 20 -3425 1954.0I 2.19 Max.My 2 -34.25 396 1963.95 Max:Vy 20 -29.55 195401 2.19 Max,Vx 2 -29.65 3.96 1963.95 Max,Torque 25 2.68 L23 17.5-125 Pole Max Tension 1 000 0.00 0.00 Max.Compression 26 -53,68 4.94 -0.08 Max,Mx 20 -35.87 2102,42 2.33 Max,My 2 -35.87 413 2112,80 Max,Vy 20 -29,82 2102.42 2.33 Max.Vx 2 -29.91 4,13 211280 Max,Torque 25 2,68 L24 125-7.5 Pole Max Tension 1 0,00 0.00 0.00 Max,Compression 26 -55.49 5.07 0,00 Max.Mx 20 -37 52 2252.13 2.47 Max.My 2 -37,51 4,30 2262.94 Max,Vy 20 -30.07 2252,13 2.47 Max.Vx 2 -30.16 430 2262.94 Max.Torque 25 2.67 L25 7.5-3.92 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -56.79 5.17 0.06 Max,Mx 20 -38.70 2360.09 2.57 MxTower Job Mattituck(BU 843211) Page23 of 31 Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle SPN FAX:(919)661-6350 Section Elevation Component Condihbn Go,. Axial Major Axis Minot-Axis No. ft Type Load Moment Moment Comb:...., !r ----- k .aft.......... .... .:.:.......�......�._.� ....... ................_.___.__ . .... ,,,..._.,Max.My-..-...... ....._....,,,.._-_�-, 2 -38,70 4,42 237120 Max.Vy 20 -30,25 2360.04 2,57 Max.Vx 2 -30.34 4.42 2371,20 Max,Torque 25 2.67 L26 392-3.67 Pole Max Tension 1 0,00 0.00 0,00 Max,Compression 26 -56,91 5.18 0.07 Max,Mx 20 -38:82 2367.65 2.58 Max,My 2 -38.82 4.43 2378.74 Max.Vy 20 -3025 2367,65 258 Max.Vx 2 -3034 4.43 2378.79 Max,Torque 25 2.67 L27 3,67-3.25 Pole Max Tension 1 UO 0,00 0:00 Max Compression 26 -5TO9 5,14 008 Max,Mx 20 -3899 2380.36 2,54 Max.My 2 -3899 4.45 2391.54 Max.Vy 20 -3028 2380,36 2,59 Max.Vx 2 -30,37 4,45 239154 Max,Torque 25 2.67 L28 3.25-3 Pole Max Tension 1 0,00 0.00 0.00 Max,Compression 26 -57.18 5,19 0.08 Max,.Mx 20 -39.07 2387.44 2.60 Max,My 2 -39.07 4,45 2349.13 Max.Vy 20 -30.29 2387.44 2,60 Max.Vx 2 -30.38 4,45 2349,13 Max.Torque 25 2.67 L29 3-0 Pole Max Tension 1 0.00 0.00 0,00 Max,Compression 26 -58.22 5.27 0,13 Max,Mx 20 -4002 2474,06 168 Max.My 2 -40,02 4.56 2490.50 Max,Vy 20 -30.45 2479.06 2.68 Max,Vx 2 -30.54 4.56 2490,50 Max.Torque 25 2.67 Maximum Reactions Location Condition Gov. Vertical Horizontal,X Hori=ontal,Z Load K K K Comb. . Pole .... .......Max.Vert....., ......__.. 22 -:.:.:...................,,... -,-:......, „,._.......,,,,,..............___ 6.99 0:00 Max.H. 20 40.04 30.43 6,02 Max,H. 2 40,04 0.02 30.52 Max,MY 2 249050 0.02 30.52 Max.M. 8 2474,85 -30.43 -OD2 Max.Torsion 25 267 15.23 26.44 Min.Vert 23 30.03 26.36 15.28 Min.H., 8 40.04 -30,43 -0.02 Min.H. 14 40.04 -0,02 -30,52 Min.M, 14 -2490.08 -0.02 -3052 Min.M. 20 -2479.06 30,43 0.02 Min,Torsion 13 -2,67 -1523 -26,44 wwwwww....................... Tower Mast Reaction Summar haTt, Job Page� Mattituck(BU 843211) 24 of 31 Tower Engineering Project Date Professionals TEP No.218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle SPN FAX.-(919)661-6350 Load Vertical Shear, Shear Overturning Overturning _ Torque Combination Moment,M Moment,M ..............K _ K K ... �i��t.....-..... .,k��?,.� kms., ...__ Dead 0nl. _ . ...m.-._...__ . ._„ ,,,,,...� ._.._...._.. ..--.,.. 1.67-,..,..,......._, y 3336 0 00 0.00 0.18 0.00 1.2 Dead+1.0 Wind 0 deg-No 40.04 -0.02 -30.52 -2490.50 4,56 -2.05 Ice 0.9 Dead+1.0 Wind 0 deg-No 30.03 -0.02 -30.52 -2465.30 3,98 -2.07 Ice 1.2 Dead+l.0 Wind 30 deg-No 40,04 15,20 -26.42 -2155.66 -1234.23 -0,90 Ice 0.9 Dead+1.0 Wind 30 deg-No 30.03 15,20 -26.42 -2133.83 -1222,32 -0.91 Ice 1.2 Dead+1..0 Wind 60 deg-No 40.04 2634 -15.24 -1243.26 -2141.76 0,50 Ice 0.9 Dead+1.0 Wind 60 deg-No 30.03 2634 -15.24 -1230.65 -2120,70 0.49 Ice L2 Dead+LO Wind 90 deg-No 40.04 30,43 0.02 2,24 -2474.85 1.76 Ice 0.9 Dead+l 0 Wind 90 deg-No 30.03 30.43 0.02 2.26 -2450.43 1.76 Ice L2 Dead+1.0 Wind 120 deg- 40.04 26,36 15.28 1247,07 -2144.22 2.55 No Ice 0.9 Dead+1.0 Wind 120 deg- 30.03 26.36 15.28 123452 -2123.13 2.55 No Ice 1.2 Dead+1.0 Wind 150 deg- 4004 15.23 26.44 2157„68 -1238.49 2,66 No Ice 0.9 Dead+1.0 Wind 150 deg- 30.03 15.23 26,44 2135.93 -1226.52 2„67 No Ice 1.2 Dead+1.0 Wind 180 deg- 40.04 0.02 30,52 2490.08 -0,37 2.06 No Ice 0.9 Dead+1.0 Wind 180 deg- 30,03 0.02 30,52 2464.98 -0,88 2,07 No Ice 1.2 Dead+1.0 Wind 210 deg- 40.04 -15.20 26,42 2155.24 1238,43 0,91 No Ice 0.9 Dead+1.0 Wind 210 deg- 30.03 -1520 26.42 2133,52 1225.43 0,91 No Ice 1.2 Dead+1.0 Wind 240 deg- 40,04 -26.34 15.24 1242.82 2145.98 -0.49 No Ice 0.9 Dead+1,0 Wind 240 deg- 30,03 -26.34 15,24 1230.33 2123.82 -0.49 No Ice 1.2 Dead+LO Wind 270 deg- 40.04 -30,43 -0.02 -2.68 2479.06 -1.76 No Ice 0.9 Dead+1„0 Wind 270 deg- 30,03 -3043 -0,02 -2.60 2453.54 -1.76 No Ice 1.2 Dead+1.0 Wind 300 deg- 40.04 -26.36 -15,28 -1247.52 2148,41 -2.56 No Ice 0.9 Dead+1.0 Wind 300 deg- 30,03 -26.36 -1528 -1234,85 2126.23 -2,56 No Ice 1.2 Dead+1.0 Wind 330 deg- 40.04 -15.23 -26.44 -215811 1242.68 -2„66 No Ice 0.9 Dead+1.0 Wind 330 deg- 30,03 -15.23 -26,44 -2136.25 1229.62 -2.67 No Ice 1.2 Dead+1.0Ice+1,0 Temp 58.22 -0.00 0.00 -0,13 5.27 0.00 1.2 Dead+1.0 Wind 0 deg+1.0 58.22 -0.00 -7.00 -572,28 5.76 -0.71 Ice+1.0 Temp 1.2 Dead+1.0 Wind 30 deg+1.0 58.22 3.49 -6.06 -495.43 -279,30 -0.38 Ice+1 0 Temp 1.2 Dead+LO Wind 60 deg+1.0 58.22 6„05 -3.50 -285.86 -48808 0,05 Ice+1.0 Temp 1.2 Dead+1.0 Wind 90 deg+1.0 58.22 6.99 0.00 0.26 -564,64 0.47 Ice+1.0 Temp 1.2 Dead+L0 Wind 120 58,22 6.06 3.50 286,29 -488.47 0.76 deg+1.0 Ice+L0 Temp 1.2 Dead+1,0 Wind 150 58,22 3,50 6.07 495.57 -27997 0.85 tnxTowe Page Job Mattituck(BU 843211) 25 of 31 Tower Engineering Project Date Professionals TEP No, 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX:(919)661-6350 SPN Load.., i�ertica! Shea z Shear Overturning Overturning Torque Combination Moment,M Moment,M _........ .......... .......__,,,. .K. _,.,._. ....... .,,...K........�_ K kilt ..... .._,,,...�fP�t„ .....wuww k��.�t............. deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 58,22 0,00 7.00 572.03 4.98 0,71 deg+1.0 Ice+1.0 Temp 12 Dead+1.0 Wind 210 58.22 -3,49 6.06 495.18 290,04 0,38 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 240 5822 -6.05 350 285.61 498,82 -0.05 deg+1.0 Ice+1.0 Temp 1,2 Dead+1.0 Wind 270 58.22 -6.99 -0,00 -0.52 575.38 -0.47 deg+1..0 Ice+] 0 Temp 1,2 Dead+1.0 Wind 300 58.22 -6.06 -3,50 -286,54 499,21 -0.76 deg+I.0Ice+1,0 Temp 1,2 Dead+1,0 Wind 330 58.22 -3,50 -6,07 -495,82 290,71 -0.85 deg+1.0 Ice+1.0 Temp Dead+Wind 0 deg-Service 33.36 -0,00 -6.32 -51290 2.25 -0.43 Dead+Wind 30 deg-Service 33.36 3.15 -5.47 -443.95 -252.80 -0.19 Dead+Wind 60 deg-Service 33.36 5,45 -3.16 -256.10 -439.65 0,10 Dead+Wind 90 deg-Service 33.36 6,30 0.00 0.33 -508.22 036 Dead+Wind 120 deg-Service 33.36 5.46 3.16 256,62 -440.15 0.53 Dead+Wind 150 deg-Service 33.36 3,15 5.47 444,11 -253.68 0,56 Dead+Wind 180 deg-Service 3336 0,00 6.32 51155 1.24 0.43 Dead+Wind 210 deg-Service 3336 -3,15 5.47 443.60 25630 0,19 Dead+Wind 240 deg-Service 3336 -5,45 3.16 255,75 44114 -0.10 Dead+Wind 270 deg-Service 3336 -630 -0.00 -0.68 511,72 -036 Dead+Wind 300 deg-Service 33,36 -5,46 -3.16 -256.97 44165 -0.53 Dead+Wind 330 de -Service 3336 -315 -5.47 -444.46 257.17 -0,56 rWWWWWWWWWWwwww Solution Summary Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K K K K K _............ .. _ ............. _,__._.,_._.,_...,,,w-,,,,w- _.,,_..............,,,....._ 1 0,00 -3336 0,00 0,00 3336 0,00 0.000% 2 -0.02 -40,04 -3052 0,02 40.04 30,52 OA00% 3 -0.02 -30.03 -30,52 0„02 30,03 3052 0.000% 4 15.20 -40,04 -2642 -1520 40,04 26,42 0,000% 5 15.20 -30,03 -26,42 -1520 30,03 26„42 0.000% 6 2634 -40.04 -15,24 -2634 40,04 15,24 0,000% 7 26.34 -30,03 -15,24 -26,34 30.03 15,24 0.000% 8 30.43 -40.04 0,02 -30.43 4004 -0.02 0.000% 9 3043 -30.03 OA2 -3043 30,03 -0,02 0„000% 10 26.36 -40,04 15,28 -26.36 40,04 -15.28 0,000% 11 26.36 -30,03 15,28 -26,36 3003 -15.28 0.000% 12 15.23 -40,04 2644 -15,23 40.04 -26.44 0,000% 13 15,23 -30,03 26,44 -1523 30,03 -26.44 0,000% 14 0,02 -40.04 30.52 -0.02 40.04 -30.52 0.000% 15 0.02 -30.03 3052 -0.02 30.03 -30.52 0000% 16 -15.20 -40.04 26,42 15,20 40.04 -26.42 0,000% 17 -1520 -30.03 26,42 15,20 30.03 -26.42 0.000% 18 -26.34 -40.04 15,24 26.34 40.04 -15,24 0.000% 19 -2634 -30.03 15,24 2634 30.03 -15.24 0.000% 20 -30,43 -40.04 -0.02 30.43 40.04 0.02 0.000% 21 -3043 30.03 -0.02 3043 30.03 0.02 0.000% 22 -26,36 -40,04 -1528 2636 40.04 15.28 0.000% 23 -26.36 -30.03 -1528 26,36 30.03 15.28 0,000% 24 -15,23 -40.04 -26,44 15.23 40.04 26.44 0.000% 25 -15.23 -30.03 -26.44 15,23 30,03 26,44 0,000% 26 0,00 -5822 0,00 0.00 58,22 -0,00 0.000% 27 -0.00 -58.22 -7,00 0,00 58.22 7.00 0000% WxTvwer Job Mattituck(BU 843211) Page26 of 31 Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX.-(919)661-6350 S P N � _. Sum of Applied Forces Sum of Reactions Load PX Py PZ PX Py PZ %Error Comb. K K K K _... ".A.... ....._,w. K 28 3.49 -58.22 -6.06 -3.49 58.22 6.06 0,000% 29 6.05 -58.22 -3.50 -6.05 58.22 3.50 0.000% 30 6.99 -58.22 0.00 -6.99 58.22 -0.00 0.000% 31 6.06 -58.22 3.50 -6.06 58.22 -3.50 0.000% 32 3.50 -58.22 6.07 -3.50 58.22 -6.07 0.000% 33 0.00 -58.22 7,00 -0.00 58.22 -7.00 0.000% 34 -3.49 -58.22 6.06 3.49 58.22 -6.06 0.000% 35 -6.05 -58,22 3.50 6.05 58.22 -3.50 0.000% 36 -6.99 -58.22 -0.00 6.99 58.22 0.00 0.000% 37 -6.06 -58,22 -3.50 6.06 58.22 3.50 0,000% 38 -3.50 -58,22 -6.07 3.50 58.22 6.07 0.000% 39 -0.00 -33,36 -6.32 0.00 33.36 6.32 0.000% 40 3.15 -33,36 -5.47 -3.15 33.36 5.47 0.000% 41 5.45 -33,36 -3.16 -5.45 33.36 3.16 0.000% 42 6.30 -33,36 0.00 -6.30 33.36 -0.00 0,000% 43 5.46 -33.36 3.16 -5.46 33.36 -3.16 0.000% 44 3.15 -33,36 5.47 -3.15 33.36 -5.47 0.000% 45 0.00 -33.36 632 -0.00 33.36 -6.32 0,000% 46 -3.15 -33.36 5.47 3.15 33.36 -5.47 0,000% 47 -5.45 -33.36 3.16 5.45 33.36 -3.16 0.000% 48 -6.30 -33.36 -0.00 6.30 33.36 0.00 0,000% 49 -5.46 -33,36 -3.16 5.46 33.36 3.16 0,000% 50 -3.15 -33,36 -5.47 3.15 33,36 5,47 0,000% Non-Linear Convergence Results Load Converged? Number Displacement Force a l Combination............._,,,_,.,.,.. .. ....._. _ ..__�,... 1?enPc ......................................Tolerance To_erance...........,. 1 Yes 4 0.00000001 0.00000001 2 Yes 5 0.00000001 0.00033603 3 Yes 5 0.00000001 0.00015400 4 Yes 6 0.00000001 0.00017396 5 Yes 6 0.00000001 0.00005560 6 Yes 6 0.00000001 0.00017539 7 Yes 6 0.00000001 0.00005617 8 Yes 5 0,00000001 0.,00027822 9 Yes 5 0„00000001 0.00012749 10 Yes 6 0,00000001 0.00018860 11 Yes 6 0.00000001 000006079 12 Yes 6 0.00000001 OM016890 13 Yes 6 0,00000001 0.00005372 14 Yes 5 0.00000001 0.00031682 15 Yes 5 0.00000001 0,00014520 16 Yes 6 0.00000001 0.00018206 17 Yes 6 0.00000001 0.00005839 18 Yes 6 000000001 0,00017950 19 Yes 6 0.00000001 0.00005753 20 Yes 5 0.00000001 0.00026003 21 Yes 5 0.00000001 0.00011901 22 Yes 6 0.00000001 0.00016973 23 Yes 6 0.00000001 0.00005398 24 Yes 6 0.00000001 0.00019053 25 Yes 6 0.00000001 0.00006133 26 Yes 4 0.00000001 0.00025410 27 Yes 6 0,00000001 0.00011062 28 Yes 6 0,00000001 0.00011986 MxTower Job Mattituck(BU 843211) Page27 of 31 Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle SPN FAX:(919)661-6350 1 1 -J 29 Yes 6 0.00000001 0.00011946 30 Yes 6 0,00000001 0.00010839 31 Yes 6 0.00000001 0.00012078 32 Yes 6 0.00000001 0.00012045 33 Yes 6 000000001 0.,00011098 34 Yes 6 0.00000001 0,00012331 35 Yes 6 0.00000001 0.00012296 36 Yes 6 0.00000001 000011172 37 Yes 6 0.00000001 0,00012268 38 Yes 6 0.00000001 0.00012379 39 Yes 4 0.00000001 000048685 40 Yes 5 0.00000001 0,00004644 41 Yes 5 0.00000001 0,00004753 42 Yes 4 0.00000001 0.00043697 43 Yes 5 000000001 0.00005740 44 Yes 5 000000001 0,00004526 45 Yes 4 0.00000001 0,00048412 46 Yes 5 0.00000001 0.00005236 47 Yes 5 0.00000001 0.00005043 48 Yes 4 0.00000001 0,00043867 49 Yes 5 0.00000001 0,00004612 50 Yes 5 0,00000001 0.00005919 Maximum Tower Deflections - Service Wind Section Elevation Hors. Gov. Tilt Twist No. Deflection Load ftin Comb..-................................._.... .....................-................. L1 1075-102,5 13.330 50 1 A295 0.0024 L2 102.5-97.5 12.254 50 1.0259 0,0025 L3 97.5-92,5 11.184 50 1,0160 0.0027 L4 92.5-875 10,129 50 0,9978 0.0028 L5 87.5-82.5 9.098 50 0.9705 0,0030 L6 82,5-77,5 8.100 50 0.9337 0.0031 L7 77.5-7135 7.146 50 0.8875 0„0031 L8 75.5-705 6,778 50 08663 0,0029 L9 70,5-655 5.887 50 0.8302 0.0026 LIO 65.5-605 5,050 50 0.7659 0.0021 L11 60.5-55.5 4.285 50 0,6942 0,0017 L12 55.5-53.58 3.599 50 0.6157 0.0014 L13 53.58-53.33 3.358 50 0.5843 0.0013 L14 53.33-4833 3.327 50 05818 0.0013 L15 48.33-43,33 2.746 50 0,5282 0.0011 L16 4333-35„5 2.222 50 0.4717 0.0009 L17 40-35 1.907 50 0,4320 0.0008 L18 35-30 1.469 50 0.4004 0.0007 L19 30-27,75 1.080 50 0.3430 0,0006 L20 27.75-27,5 0.924 50 03165 0.0005 L21 27.5-22.5 0.908 50 0.3138 0.0005 L22 22.5-17.5 0.608 50 0.2582 0,0004 L23 17,5-12.5 0.368 50 0.2017 0.0003 L24 12.5-7.5 0.186 50 0,1440 0.0002 L25 7.5-3.92 0,066 50 0.0851 0,0001 L26 3.92-3.67 0.018 50 0.0428 0.0001 L27 3,67-3.25 0,016 50 0.0409 00001 L28 3.25-3 0,013 50 0.0376 0„0001 L29 3-0 0,011 50 0.0347 0,0000 WxTower Job Mattituck(BU 843211) Page28 of 31 Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX:(919,)661-6350 S P N Critical WDeflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflections Tilt Twist Radius of Load Curvature (._.......................w... ..... Comb:,_,.,__.... ..,, !n__. _ ...M......._ ... .. t.W .. 108.50 24"x 16"Top Hat 50 13.330 1.0295 0,0024 41929 107.50 3"x 6"SideLight 50 13.330 1.0295 0.0024 41929 107,00 AIR 6419 B41_TMO w/Mount Pipe 50 13.223 1.0293 0.0024 41929 98.00 (3)NNHH-65A-R4 w/Mount Pipe 50 11,291 1.0174 0.0027 22094 88.00 MX08FRO665-21 w/Mount Pipe 50 9.200 0,9737 0.0030 9213 78.00 (2)NHH-65B-R2B 50 7.239 0,8928 0.0031 6309 61.00 ERICSSON AIR 21 134A B2P w/ 50 4358 0.7014 0.0018 3846 Mount Pi e W Maxim umwTower Deflections - Desi nWWind Section Elevation Hors. Gov. Tilt Twist No, Deflection Load w,,,,,,,,,,,,,,� ...._ �......-........,....._,....._.,.,.,.,,.,....wC!?_ „_u ,,,,,,,.....,......,.,..Comb.- -_�w ...... .................. ......w.. L1 107.5-1025 64,715 14 5.0032 0.0109 L2 102.5-97 5 59.489 14 49855 0.0116 L3 97.5-92.5 54.297 14 4.9375 0.0125 L4 92,5-87.5 49.175 14 4,8492 0.0132 L5 87.5-82.5 44,169 14 4,7167 0.0139 L6 82.5-77.5 39.324 14 4,5378 0.0144 L7 77.5-71,75 34.690 14 4.3136 0.0146 L8 75.5-70.5 32.907 14 4,2104 0.0136 L9 70.5-65.5 28,577 14 4.0347 0.0122 L10 65,5-60,5 24,516 14 3,7216 0.0101 L11 60.5-55.5 20.801 2 3.3728 0.0083 L12 55.5-53 58 17.468 2 2,9907 0.0067 L13 53,58-53.33 16,297 2 2.8379 0.0061 L14 53.33-4833 16.149 2 2,8255 0.0061 LIS 48.33-4333 13.326 2 2.5649 0.0052 L16 43.33-35.5 10,783 2 2.2902 0.0044 L17 40-35 9.253 2 2.0977 0,0039 L18 35-30 7.131 2 1.9439 0.0035 L19 30-27.75 5.240 2 1.6653 0,0029 L20 2775-27.5 4.486 2 1.5361 0.0026 L21 27.5-22.5 4.406 2 1.5231 0.0026 L22 22,5-17,5 2.952 2 1,2530 0,0020 L23 17.5-12.5 1.783 2 0.9790 0.0015 L24 12,5-7.5 0.905 2 0.6988 0,0011 L25 7.5-3.92 0322 2 0.4130 0,0006 L26 3,92-3.67 0.089 2 0.2076 0.0003 L27 3,67-3.25 0.079 2 0.1982 0.0003 L28 3,25-3 0,062 2 0.1825 0.0003 L29 3-0 0,053 2 0.1683 0.0002 Critical Deflections and Radius of Curvature - Design Wind WxTower Job Mattituck(BU 843211) Page 29 of 31 Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle SPIN FAX.-(919)661-6350 Elevation Appurtenance Gov, Deflection Tilt Twist Radius of Load Curvature . ...... ........ .................... ...... Lt 111----- 108,50 24"x 16"Top Hat 14 64,715 5,6��i 6,0'1'2 1 8758 107.50 3"x 6"S ideLight 14 64.715 5.0032 0,0121 8758 107,00 AIR 6419 B41—TMO w/Mount Pipe 14 64.192 5.0020 U122 8758 98,00 (3)NNHH-65A-R4 w/Mount Pipe 14 54.814 4,9441 00135 4620 88,00 MX08FRO665-21 w/Mount Pipe 14 44.663 4.7321 0,0147 1922 7800 (2)NHH-65B-R2B 14 35 142 4.3395 0.0152 1311 61.00 ERICSSON AIR 21 134A B2P w/ 2 21,156 3.4076 0,0086 796 ---- Mount Pipe Compression Checks ...................... Pole Design Data Section Elevation Sif e L L,, K11r '4 P" �P" Ratio No 1'0„ ...............:.:..:..:. ..:.:.:..:.:..:....w:..,,.:.:.:.:. ft ft in2 K K ..................... ............... ..... LI 107.5-102.5 TP24.8008x240,2188 500 0,00 0,0 17,0677 -3,90 421..65 0,004 (1) L2 102.5-97.5(2) TP25.6017x24 80080,2188 5,00 0,00 0,0 17,6237 -8,85 951,68 0.009 L3 97.5-915(3) TP26.4025x25,6017x02188 5,00 0,00 OD 181797 -9.33 981,71 0.010 1-4 92.5-87.5(4) TP27.2034x26 4025xO 2188 5,00 0.00 OD 18,7359 -1276 101173 0.013 L5 87.5-82.5(5) TP28.0042x27,20340,2188 5,00 0,00 0,0 19,2918 -1330 1041,76 0,013 L6 82.5-77.5(6) TP28 805x28.0042xO,2188 5,00 0.00 00 19,8478 -1739 1071,78 0,016 L7 77.5-71.75(7) TP29.726x28,805x02188 5.75 000 00 20,0702 -17,65 1083.79 0.016 L8 7175-705(8) TP29.4886x28.6879x0.25 Soo 000 0,0 212009 -18,65 1252.85 0,015 L9 70.5-65.5(9) TP30.2894x29.4886x0.25 5,00 0,00 00 23,8363 -19A2 1287,16 0,015 LIO 65,5-60.5(10) TP31.090200.28940.25 5,00 0,00 0,0 24,4717 -2106 132147 0017 L11 605-555(11) TP31.890901.0902x0.25 5 DO 0,00 00 25 1071 -2194 135538 0.017 L12 55.5-53.58 TP32.1984x318909xO.25 1.92 0.00 0.0 25.3511 -23.27 1368.96 0,017 (12) L13 53.58-53.33 TP32.238502.19840,4188 0.25 0.00 0.0 422920 -2337 2283,77 0010 (13) L14 53.33-48,33 TP33 039202.23850.4125 5.00 0.00 0,0 42,7174 -2459 230674 0,011 (14) L15 4833-4333 TP33.8403.03920,4125 500 0.00 0,0 43,7658 -25,85 236335 0011 (15) L16 43,33-35.5 TP35.09403.840 4063 7.83 0.00 0.0 43,7994 -26.70 2365,11 0,011 (16) L17 355-35(17) TP34,674103.87330.475 5,00 0.00 0,0 51.5603 -28.91 301628 0,010 L18 35-30(18) TP3547504.67410.4688 500 0 DO 0,0 52,0827 -30.34 304684 0,010 L19 30-2735(19) TP35,835405.4750.4625 225 0,00 U 51.9265 -30,99 3037.70 0,010 L20 27.75-27.5 TP35.8754x35 83540.5125 025 0.00 OD 575239 -31,09 3365.15 0.009 (20) L21 27.5-22,5(21) TP36.676205,87540.5 5,00 0,00 00 57.4117 -32.65 3358,58 0,010 L22 22.5-17.5(22) TP37 477 106.67620.5 5,00 000 0.0 58.6826 -34.25 3432.93 0,010 L23 175-125(23) TP38,2779x37 477 1 xO,4938 5,00 000 0.0 59.2139 -35.87 3464.01 0,010 L24 12.5-75(24) TP39,0787x38 2779xO 4875 5.00 0,00 0.0 59.7132 -37.51 3493,22 0,011 L25 75-3,92(25) TP39,652109 0787x0,4875 3,58 0.00 00 60.6004 -3870 3545,13 0.011 L26 3,92-3,67(26) TP39,6922x39 652 1 xO,7625 0,25 000 0,0 94.2167 -38,82 5511,67 0,007 L27 3,67-325(27) TP39,759509,69220,7625 0.42 0,00 00 94.3795 -38.99 552120 0.007 L28 3,25-3(28) TP39 799509.75950 4938 0.25 0.00 0,0 61,5985 -39,07 360351 0.011 L29 3-0(29) TP40.2809.79950.5 3.00 0,00 0,0 63,1309 -40,02 3693.16 0.011 t Alumer Job Mattituck(BU 843211) Page30 of 31 Tower Engineering Project Date Professionals TEP No. 218919,839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle SPN FAX:(919)661-6350 Pole Bending Design Data Section Elevation Sile M„.r � �M„.r Ratio M„y OM„}, Ratio No. M,. M". kip-ft kip-ft.., ..... ... kt..- pnk��f ....__... .....,.. .,._f�......_,.....,..... ..,.... L1 107.5-102.. 5 TP24.8008x24xO2188 30,70 571.71 0„054 000 571.71 0,000 (1) L2 102.5-97.5(2) TP25,6017x24.8008xO2188 64,73 604.17 0,107 OM 604.17 0.000 L3 97,5-92.5(3) TP26.4025x25,6017x0,2188 12168 637.15 0.194 0.00 637.15 0.000 L4 92,5-87.5(4) TP27,2034x26,4025xO,2188 186,78 670.60 0.279 OM 670.60 0,000 L5 87,5-82.5(5) TP28,0042x27.203402188 268,52 704,49 0.381 0,00 704.49 0,000 L6 82.5-77.5(6) TP28.805x28.0042xO2188 355.32 738,79 0.481 0.00 738.79 0,000 L7 77.5-71.75(7) TP29,726x28,805xO2188 40090 752,62 0,533 0,00 75162 0.000 L8 71.75-70,5(8) TP29,4886x28.6879xO25 516,46 914,13 0.565 0,00 914.13 0.000 L9 70,5-65.5(9) TP302894x294886xO25 634.10 957.32 0,662 OM 957.32 0,000 L10 65.5-60.5(10) TP31.0902002894xO25 755.14 1001.04 0.754 0.00 1001,04 0.000 L11 60.5-55.5(11) IP31.890901.09020,25 888„50 1045.28 0.850 0,00 1045,28 0,000 L12 55.5-53.58 TP32.198401,8909025 940.16 1062.38 0.885 0.00 106238 0.000 (12) L13 53,58-5333 TP32.2385x32 1984xO.4188 946.91 1887,84 0.502 0.00 1887.84 0.000 (13) L14 5333-48,33 TP33.039202.23850,4125 1082,88 1956.19 0.554 0.00 1956.19 0,000 (14) L15 4833-43,.33 TP33.8403.03920,4125 1220,82 2054,01 0.594 0.00 2054,01 0,000 (15) L16 4333-35,5 TP35.094x33.84xO.4063 131374 2089.,50 0.629 000 208950 0.000 (16) L17 355-35(17) TP34.674103,87330,475 1455,05 2677.89 0,543 0.00 2677,89 0.000 L18 35-30(18) TP35,47504.6741xO.4688 1598,37 2770.22 0.577 0,00 2770,22 0.000 L19 30-27,75(19) TP35.835405„4750.4625 1663,41 2791.71 0596 0.00 2791.71 0.000 L20 27.75-27.5 TP35.8754x35.8354xO,5125 1670.66 3087.45 0„541 0,00 3087.45 0000 (20) L21 27.5-22.5(21) TP36.6762x35 8754xO.5 1816,52 315438 0.576 0.00 315438 0.000 L22 22.5-17,5(22) TP37.477106,67620.5 1963.96 3296,56 0.596 0.00 3296,56 0.000 L23 17.5-12.5(23) TP38277907,47710 4938 2112,81 3400,53 0,621 0.00 3400.53 0.000 L24 12.5-7.5(24) TP39,0787x382779xO.4875 2262,94 3503,96 0,646 0.00 350396 0.000 L25 7.5-3,92(25) TP39,652109,07870.4875 237121 3609,52 0,657 0.00 3609.52 0000 L26 3.92-3,67(26) TP39.692209.65210,7625 2378.79 5539.07 0,429 0.00 5539.07 0,000 L27 3.67-325(27) TP39.759509.69220.7625 2391.54 5558,41 0.,430 0.00 5558,41 0000 L28 325-3(28) TP39,799509,75950,4938 239913 3681.77 0.652 0.00 3681.77 0.000 L29 3-0(29) TP402809.79950.5 2490,51 3818,86 0,652 0,00 3818,86 0,000 .................. .w._--........ .................. .. Pale Shear Design Data Section Elevation Si=e Actual - 0V Ratio Actual mm� �T Ratio No. Y V„ T T„ 1,1 5-1025 TP24.8008x24xO.2188 6,06 274.69 0.022 0.57 59523 0001 (1) L2 102.5-97.5(2) TP25.6017x24.8008xO2188 1157 285.50 0,041 0,57 634,65 0,001 L3 97.5-92,5(3) TP26.4025x25.6017xO2188 12.01 294.51 0.041 0,45 675.33 0,001 L4 92.5-87.5(4) TP272034x26.402502188 16.13 301.72 0,053 0,45 717.27 0.001 L5 87.5-82.5(5) TP28.0042x272034xO2188 16.57 312.53 0,053 0.10 760.48 0.000 L6 825-77.5(6) TP28.805x28,0042xO2188 22.72 319.73 0,071 2.39 804.94 0.003 L7 77.5-71.75(7) TP29.726x28.8050,2188 22.88 325.14 0.070 2.39 823.09 0,003 L8 71,75-70.5(8) TP29.4886x28,6879xO25 23,35 375.85 0.062 2.39 96140 0.002 WxTower Job Mattituck(BU 843211) Page 31 of 31 Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle SPN FAX:(919)661-6350 Section Elevation Sife Actual V" Ratio Actual 0T„ Ratio V. V.- T. T. ft K KV, kip- fit k in-ft --------- ------------------- ..............................-------------- ........-............. X L9 5-65,5(9) TP30.2894x29.4886xO 25 23.73 386.15 0061 2.39 1015.84 0.002 LIO 65.5-60.5(10) TP31.090200.28940.25 26.52 39644 0,067 2,38 1070.72 0.002 L11 60.5-55.5(11) TP31.890901.09020,25 26,87 404.68 0,066 2,06 1127.04 0M2 L12 55,5-5358 TP32.198401.89090.25 2701 406,74 0D66 2,06 1149.06 0,002 (12) L13 53.58-53.33 TP32.2385x32,1984xO.4188 27,00 684.27 0.039 2.06 1909,19 0,001 (13) L14 53,33-4833 TP33,039202.23850 4125 27,41 688.62 0.040 106 1977.30 OMI (14) L15 48.33-43.33 TP33.8403,03920,4125 27.80 705,61 0,039 2.06 2075.55 0.001 (15) L16 43.33-356 TP35.09403,840,4063 28.05 705,82 0.040 2.06 211063 0,001 (16) L17 355-35(17) TP34 6741 x33,8733xO 475 2850 90276 0.032 2,06 2710.12 OMI L18 35-30(18) TP35.475x34 67410,4688 28,86 909.87 0.032 2.06 2802,18 0.001 L19 30-27.75(19) TP35.835405.47504625 29.01 906.67 0.032 106 2823,03 0.001 L20 27.75-275 TP35,875405,83540,5125 2901 1008.40 0.029 2,06 3126.47 0,001 (20) L21 27,5-22.5(21) TP36.676205,87540 5 29.35 1007.58 0.029 2,06 3192,13 0.001 L22 22,5-175(22) TP37.477106.67620,5 29.65 1029.88 0.029 2,06 3335.03 0.001 L23 17,5-12,5(23) TP38 2779x37,477 I xO,4938 29,91 1039,20 0D29 205 3438,68 0.001 L24 12.5-7.5(24) TP39,0787x38 2779x0,4875 30.16 1047.97 0.029 205 354133 OMI L25 7,5-3.92(25) TP39,652 I x39,0787xO 4875 30.34 106354 0,029 2,05 3647,77 OMI L26 3,92-3,67(26) TP39,6922x39,652 I A 7625 30.34 1653,50 0.018 2,05 5637,23 0.000 L27 167-3.25(27) TP39,759509.69220.7625 30.37 165636 0.018 2,05 5656,72 0.000 L28 325-3(28) TP39,7995x39.7595x0,4938 30.38 1081,05 0,028 2,05 3721,20 OMI L29 3-0(29) TP40.2809 7995xO.5 30.54 110T95 0.028 2,05 3859.79 0.001 Program Version 8.1.10 April 4, 2023 107.5-ft Monopole Tower Structural Analysis Report CCI BU No 843211 TEP Project Number 218919.839766, Order 648700, Revision 0 Page 8 APPENDIX B BASE LEVEL DRAWING tnxTower Report-version 8.1.1.0 (OTHER CONSIDERED EQUIPMENT) cpwww pupmuff-- cmunum-noN) (1) 1-3/6'TO 66 FT LEVEL (12)7/5'TM 73 FT LVAL (33) 1-1/W'TO 78 F-1 tjEYEL EQUIPMENT) 3) 1-Ole TO 107 FT LEVEL (OTHER CONSIDERED EQUIPMENT) (6)7/6'TO 61 FT LEVEL - (2) 1-5/6'TO 61 FT LEVEL (OTHEIR CONSIDERED EOUIPMENi-IN CONDUIT) (1)3/6'TO 96 FT LEVEL (2)7/6'TO 90 FT LEVET. (OTHER CONSIDERED EQUIPMENT) (3 3/0�TO 96 FT LEVEL / / l {2 3/i TO 98 FT LEVEL. / * (12) 1-5/6'TO 99 FT LEVEL I I � Q4 Q1 I 613 02 IN (OTHER CONSIDERED ECIUMMUM (1) 1/2'TO TOWERUGHTWI)o-- CUMBW -. .. PECS /SAMW CLAW April 4, 2023 107.5-ft Monopole Tower Structural Analysis Report CCI BU No 843211 TEP Project Number 218919.839766, Order 648700, Revision 0 Page 9 APPENDIX C ADDITIONAL CALCULATIONS tnxTower Report-version 8.1.1.0 . ASCEASCE 7 Hazards Report AMERICAN SOmorOFmmENGINEERS Address: Standard: ASCE/SE| 7'1G Latitude: 40.009388 NoAddress atThis Location Risk Category: U Longitude: '72.511158 Soil Class: O Default(see Elevation: 28.69318255532092 ft Section 11.4.3) (N/A/D88) Tm Wind Results: Wind Speed 128Vmph 1O'yaorMRI 70Vmph 25-year MRI 87Vmph 50-year MRI 00Vmph 100'yoarK8R| 106Vmph Data Source: ASCE/SB 7'16. Fig. 28.5'1Band Figs. CC.24—CC.2-4. and Section 26.5.2 Date Accessed: Sun Apr U22U23 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Cahagory, based on linear interpolation between contours. \/Vind 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. N1R| =7OOyooro). Site is in a hurricane-prone region as defined inASCE/SB 7'16 Section 26.2. Glazed openings need not be protected against wind-borne debris. Page In,o Sun Apr ouaoun AMERICAN SOVEY OF CIVIL ENGINEERS Seismic D-Default(see Section 11.4.3) Site Soil Class: Results: SS 0.174 Sp, 0.079 S, 0.049 TL 6 Fa 1.6 PGA: 0.094 F, 2.4 PGA m : 0.151 SMS : 0.278 FPGA : 1.6 SM, 0.118 le 1 SDS 0.185 C„ : 0.7 Seismic Design Category: B 0.30 MCER Response Spectrum 0.24 Design Response Spectrum 0.18 0-25 0.16 - 020 6 014 0.12 0.15 0.10 0.00 0.10 , 0.06 0.05 0.04 II A 0.02 i 000� 0 ................ �, 1 2 3 4 5 6 7 0 1 2 3 4 5 6 7 Sa(9)vs T(s) Sa(9)vs T(s) 416 MCER Vertical Response Spectrum fl 11 Design Vertical Response Spectrum 0.10 0.14 G -�w rN e 0.09 012 2 008 6 o.10 ! 0 007 NVQ 000 AA 0.06 0 0.05 006 A '1 A ,m AA, 0.04 �A,�oioA 0.04 � 0' 0` 0.03 o *0 �N 0.02 i 002 € A 0 0.5 1.0 1.5 20 0 0.5 1.0 1.5 20 Sa(9)vs T(s) Sa(9)vs T(s) Data Accessed: Sun Apr 02 2023 Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-16 and ASCE/SEI 7-16 Table 1.5-2.Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-16 Ch. 21 are available from USGS. tig //a7h z'Irdt 1l.on n 4 Page 2 of 3 Sun Apr 02 2023 ASCE AMBtlCAN SOCUY OF CML ENGINEERS Ice Results: Ice Thickness: 1.00 in. Concurrent Temperature: 15 F Gust Speed 50 mph Data Source: Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Date Accessed: Sun Apr 02 2023 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 interpret,the results provided by this Tool to replace the sound judgment of a competent professional,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 applying 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. bAp. //aso ?"ttar(jtggt.or�inel Page 3 of 3 Sun Apr 02 2023 Cc UPlalk per TIA-222-H Site BU: 843211 CROWN Work Order: 2217929 'G CASTLE Pole Geometry CW y6ght©2019 Crown Castle Pole Height Above Section Length Lap Splice Length Number of Sides WeIlThickness(in)Top Diameter Bottom Diameter Bend Radius Pole Material Base ftftftn in (in) 3.75 18 24 29.726 0.21875 Auto A607-60 2i. 751,!5 —40 4.5 18 7.8,.69 35,094 0.25 Auto_ A607-60 31 44 40 0 18 33.81 40.28 0.3125 Auto A607-65 Reinforcement Configuration Bottom Effective Top Effective Elevation(ft) Elevation ft ___Type Model Number 1 2 3 4 5 8, 7 8 9 1t1 11 1.2 13 14 114 16 1.7 18 1. 0 3,92 late 'S)12515,9375(65 jk 1 Ll 2.. 0 3.92 plate TI)1.25x6.5(65 ks!) 2 b 3 9.25 27.75 plate CCI-SFP-065125 3 4 27.75 53.58 late CCI-SFP-050125 3 -0A� S 6 7 8. 9 10 Reinforcement Details Gross Bottom Top Pole Face to Bottom Termination Net Area Bolt Hole Size Reinforcement B(in) H(in) Area Termination Top Termination Type Termination Lu(in) Centroid(in) Type (int) (in) Material (in) Centroid (in) Length(in) 1 1.25 5.1875 6.,48438 3.34375 Welded n/a None n/a 0.750 6,484 0.0000 A572-65 2 1.25 535 7.1875 3.625 Welded n/a None n/a 0.750 7.188 0.0000 A572-65 3 65 1.25 8.125 0.625 PC 8.8-M20(100) 33 PC 8 8-M20(100) 33,000 19.000 6.563 1.1875 A572-65 41 PC 8,8-M20(100) 24 PC 8,8-M20(100) 24.000 23.000 4.688 1 187 A572-65 Connection Details for Custom Reinforcements Bolt Weld Transverse Horiz.Weld Horiz.Groove Horiz.Groove Horiz. VeRical Rev H Reinforcement End q Bolts N orX Spacing Edge Disk Grade (Horix,j Weld Length Depth Angle Fillet Size Vertical Weld Fillet Size ConneRion (in) (in) (ksi) Type (inj (in) (deg) (In) Length lin) (in) Capacity(kip) (TS)1.25x5.9375— Top •- - - (65ksi) Bottom 80 CP Groove 10.375 0.625 45 0.625 (TS)1.25x6.5(65 Top - ksi Bottom 80 CP Groove 11,.5 0,625 45 0.625 Mpole-version 4.5.8 Page 1 Analysis Date: 4/4/2023 TNN Geometa Iii u Increment(ft): S &MMINX Lap Splice Length Batton Diameter Tapered Pole Weight Section Height(ft) Section Length(ft)- (ft) Number of Sides Top Diameter(in) (in) Wall Thickness(in) Grade Multiplier 1 107.5 - 102.5 5 18 24400 24.801 0.21875 A607-60 1.000 2 102.5 - 97.5 5 18 24,801 25.602 0.21875 A607-60 1.000 3 97.5 - 92.5 5 18 25.602 26.403 0.21875 A607-60 1.000 4 92.5 - 87.5 5 18 26,403 27.203 0.21875 A607-60 1.000 5 875 - 82.5 5 18 27,203 28.004 0.21875 A607-60 1.000 6 82.5 - 77.5 5 18 28.004 28.805 0.21875 A607-60 1.000 7 77.5 - 75.5 5.75 3.75 18 28,805 29,726 0,21875 A607-60 1,000 8 75.5 - 70.5 5 18 28,688 29.489 0,25 A607-60 1,000 9 70.5 - 65.5 5 18 29,489 30.289 0.25 4607-60 1.000 10 65.5 - 60.5 5 18 30.289 31,090 0.25 A607-60 1.000 11 60.5 - 55.5 5 18 31.090 31.891 0.25 A607-60 1,000 12. 55.5 - 5358 1.92 18 31.891 32.198 0.25 A607-60 1.000 13' 53.58 - 53.33 0.25 18 32.198 32,238 041875 A607-60 1.044 14 53.33 - 48.33 5 18 32138 33„039 04125 A607-60 1.048 15, 48.33 - 43.33 5 18 33.039 33.840 0,4125 A607-60 1.037 16, 43.33 - 40 7083 4.5 18 33.840 35.094 040625 A607-60 1.046 17 40 - 35 5 1s 33,.873 34,674 0.475 A607-65 1.025 18. 35 - 30 5 18 34.674 35.475 0,46875 A607-65 1,030 19, 30 - 2735 2.25 18 35.475 35.835 0,4625 A607-65 1.040 20 27.75 - 27.5 0.25 18 35.835 35.875 0,5125 A607-65 1.037 21 27.5 - 22.5 5 18 35,875 36.676 0.5 A607-65 1.053 22 22.5 - 17.5 5 18 36.676 37.477 0.5 A607-65 1.044 23 17.5 - 12.5 5 18 37.477 38.278 049375 A607-65 1.048 24 12.5 - 7.5 5 18 38,278 39.079 04875 A607-65 1.052 25 7.5 - 3.92 3.58 18 39.079 39.652 0.4875 A607-65 1.046 26 3.92 - 3.67 0.25 18 39,652 39.692 03625 A607-65 0.895 27 3.67 - 3.25 0.42 18 39,692 39.759 0.,.7625 A607-65 0.894 28 3.25 - 3 0.25 18 39,.759 39.799 0.49375 A607-65 0.974 0 29 3 - 0 3 18 39.799 40180 0„5 A607-65 958 Mpole-version 4.5.8 Page 2 Analysis Date:4/4/2023 TNX Section Forces Increment(ft): 5 TNX Output M.,( (kip- Section Height(ft) P. (K) ft) V. (K) 1 107.5 - 102.5 3.90 30.70 6.06 2 102.5 - 97.5 8.85 64.73 11.57 31 97.5 - 92.5 9.33 123.68 12.01 4 92.5 87.5 12.76186.78 16.13 5 87.5 82.5 13.30' 268.52 16.57 6 82.5 - 77.5 17.39 355.32 22.72 7 77.5 - 75.5 17.651 400.90 22.88 8 75.5 70.5 18.651 516.46 23.35 9 70.5 65.5 19.42 634.10 23.73 30 65.5 - 60.5 22.06 755.14 26.52 11 60.5 55.5 22.94 888.50 26.87 12 55.5 53.58 23.27 940.16 27.01 13 53.58 53.33 23.37 946.91 27.00 14 53.33 48.33 24.59 1082.87 27.41 15 48.33 - 43.33 25.85 1220.82 27.80 16 43.33 40 26.70 1313.74 28.05 17 40 35 28.91 1455.05 28.50 18 35 30 30.34 1598.36 28.86 19 30 - 27.75 30.99 1663.41 29.01 20 27.75 - 27.5 31.09 1670.66 29.01 21 27.5 - 22.5 32.65 1816.51 29.35 22 22.5 - 17.5 34.25 1963.96 29.65 23 17.5 12.5 35.87 2112.80 29.91 24 12.5 - 7.5 37.51 2262.94 30.16 25 7.5 - 3.92 38.70 2371.21 30.34 26 3.92 - 3.67 38.82 2378.79 30.34 27 3.67 - 3.25 38.99 2391.54 30.37 N28 3.25 - 3 39.07 2399.14 30.38 29 3 - 0 40.021 2490.51 30.54 CClpole-version 4.5.8 Page 3 Analysis Date: 4/4/2023 Analysis Results Elevation(ft) Co Tpponent Size Critical Element =.Capacity Pass/Fail 107.5-102.5 Pole TP24 801 x24x0 2188 Pole 5.6% Pass 102.5 97.5 Pole TP25 602x24 801x0 2188 Pole 11.2% Pass �.arm.�.- �n ,1.1.,xa ��o „ nr �s w .,m TP26.403Pole 19 6% Pass, 87.,5 e P27 203x26.403x0 2188 Pole 28 0% Pass �w 82.5 Pole TP28 004x27 203x0 2188 Pole 37.8% Pass , »a �� , �„ �darz, „ 82 5 77 5 Pole TP28 805x28 004x0 2188 Pole 47.8% Pass 77 5 75 5Pole TP29 726x28 805x0 2188 Pole 52.8% Pass 75.5 70.5 Pole TP29.489x28.688x0.25 Pale �I 55.6% Pass 70.5 -65.5 Pole TP30.289x29 489x0.25 Pole 64.90/c Pass .5-60.5 Pole TP31.09x30.289x0.25 Pole 73.9% Pass �aaau 60.5-55.5 Pole TP31.891x31 09x0 25 Pole 83.0% Pass 55 5 53 58 Pole TP32 198x31.891x0 25 Pole 86 3% Pass 5358 53.33 Pole+Reinf. TP32 238x32 198x0 4188 Reinf.4 Tension Rupture 71.5% Pass 53 33-48.33 Pole+Remf TP33.039x32 238x0.41u25 Reinf.4 Tension Rupture 78.6% Pass 8'3"'3'--,43.33 Pole+Remf TP3"'3"",8"4-x",3,"3,-O",3-"9,""x-O."4-1,"2",5 I Remf 4 Tension Rupture i 85.2% Pass 43 33 40 Pole+Reinf. TP35 094x33 84x0 4063 Remf.4 Tension Rupture 89.3% Pass 40 35 Pole+Reinf. TP34 674x33 873x0 475 Reinf.4 Tension Rupture 85.1% Pass 3530 Pole+Reinf. ! TP35 475x34.674x0 4688 Reinf.4 Tension Rupture 89 9% Pass 30 27 75 Pole+Reinf TP35.835x35.475x0.4625N �Reinf.4 Tension Rupture 92 0% Pass 27.75 27.5 Pole+Reinf TP35.875x35.835x0.5125 Remf.3Tension Rupture 77.5% Pass 27.5-22.5 ,W Pole+Reinf TP36.676x35.875x0.5 Reinf.3 Tension Rupture sr 81.3%oN Pass VµM �,uA. ooaam'mma�a,- m�o.o.um �,wae oa,. �� „a��m� ,�� 22.5 17.5 Pole+Reinf TP37 477x36 676x0.5 Remf.3 Tension Rupture 84 9% Pass � mo� �� w��mwmw 17.5-12.5 Pole+Reinf TP38.278x37 477x0.4938 Reinf.3 Tension Rupture 88.2% Pass 12.5-7.5 L Pole+Reinf TP39 079x38 278x0.4875 Reinf.3 Tension Rupture 91 4%° Pass 3.92 Pole+Reinf TP39 652x39 079x0.4875 Remf.3 Tension Rupture 93.5% Pass 3.92-3.67 Pole+Reinf. TP39.692x39 652x0 7625 ( Remf.3 Tension Rupture 64.8% Pass 3.67-3.25 Pole+Reinf. TP39.75909.6924.7625 „Reinf.3 Tension Rupture 65.0% Pass ,H - .a... �a„a „w� „, „uµ,aR,,,,,µH, „µKKK„titin n,„« „,n,,,µ.. ,.,,, . a,.r.,n a,uuUo�.�n „,,,, „ w ozH„<, ,;,� „w, -,u , 3.25-3 Pole+Remf. TP39 799x39 759x0.4938 Reinf. 1 Compression 88.1% Pass 3 -0 Pole+Reinf. TP40 28x39 799x0.5 Reinf. 1 Compression 89.6% Pass Summary ao � 86.3/o Pass Pole , Reinforcement 93.5% Pass Overall 93.5% Pass Mpole-version 4.5.8 Page 4 Analysis Date: 4/4/2023 Additional Calculations Section Moment of Inertia(in4) Area(int) %Capacity'(100%Max.Allowable) Elevation(ft) Pale Reinf, Total Pale Reinf. Total Pole Rl R2 R3 R4 107.5-102.5 1303 n/a 1303 17.07 n/a 17.07 5.6% 102.5-97.5 1434 n/a 1434 17.62 n/a 17.62 11.2%, 97.5-92.5 1574 n/a 1574 18.18 n/a 18.18 19.6 92.5-87.5 1723 n/a 1723 18.74 n/a 18.74 28.0%' 87.5-82.5 1881 n/a 1881 19.29 nJa 19.29 37.8% 82.5-77.5 2048 n/a 2048 19.85 n/a 19.85 47.8% 77.5-75.5 2118 n/a 2118 20.07 n/a 20.07 52.81/6 75.5-70.5 2505 n/a 2505 23.20 n/a 23.20 55.6 70.5-65.5 2716 n/a 2716 23.84 n/a 23.84 64.9% 65.5-60.5 2940 n/a 2940 24.47 n/a 24.47 73.9% 60.5-55.5 3175 n/a 3175 25.11 n/a 25.11 83.0% 55.5-53.58 3268 n/a 3268 25.35 n/a 25.35 86.3% 53.58-53.33 3294 2111 5404 25.38 18.75 44.13 54.8% 71.5%' 53.33-48.33 3547 2212 5759 26.02 18.75 44.77 60.6% 78.6 48.33-43.33 3812 2316 6128 26.65 18.75 45.40 66.2% 85.2%' 43.33-40 3997 2386 6382 27.08 18.75 45.83 69.8% 89.3 40-35 5098 2488 7586 34.08 18.75 52.83 56.9% 85.1 35-30 5462 2600 8062 34.88 18.75 53.63 60.5% 89.9% 30-27.75 5631 2651 8282 35.23 18.75 53.98 62.0% 92.0% 27.75-27.5 5655 3386 9041 35.27 24.38 59.65 57.6% 77.5% 27.5-22.5 6045 3532 9577 36.07 24.38 60.44 60.8% 81.3% 22.5-17.5 6453 3680 10133 36.86 24.38 61.24 63.9% 84.9% 17.5-12.5 6878 3832 10710 37.66 24.38 62.03 66.8% 88.2% 12.5-7.5 7322 3987 11309 38.45 24.38 62.82 69.6% 91.46i. 7.5-3.92 7653 4199 11853 39.02 24.38 63.39 70.8% 93.5 3.92-3.67 7651 10441 18092 39.06 45.23 84.29 44.7% 60.8%1 58.6%1 64.8 3.67-3.25 7690 10474 18164 39.13 45.23 84.36 44.91/6 61.0% 58.7% 65.0% 3.25-3 7724 4319 12043 39.16 20.86 60.02 70.1% 88.1% 80.5% 3-0 8011 4533 12544 1 39.64 1 20.86 60.50 70.9% 89.6% 82.0 Note:Section capacity checked assuming all rOn0ora ements are e*Ctective and using 5 degree increments, "Rating perTIA-222-H Section 15.5. Mpole-version 4.5.8 Page 5 Analysis Date: 4/4/2023 Monopole Base Plate Connection �''r`'CROWN V"CASTLE 7 .......... __.__........... BU# 843211 Site Name MATTITUCK Order# 648700 Rev.0 ..„ '^0 TI 6, A-222 Revision H �'„ Grout Considered: .. � No Moment(kip-ft) 2491.00 Axial Force ki s) 40.00 Shear Force(kips) 31.00 'TIA-222-H Section 15.5 Applied C , (g I OU Anchor Rod Data Anchor Rod Summary (units ofkips,kip-in) (12)2-1/4"0 bolts(A615-75 N;Fy=75 ksi,Fu=100 ksi)on 47"BC Pu—t=208.47 (�Pn_t=243.75 Stress Rating Anchor Spacing:6 in Vu=2.58 c�Vn=149.1 81.5% Mu=n/a ¢Mn=n/a Pass Base Plate Data 46"W x 2.5"Plate(A572-55;Fy=55 ksi,Fu=70 ksi); Clip:8 in Base Plate Summary Max Stress(ksi): 46.58 (Flexural) Stiffener Data Allowable Stress(ksi): 49.5 N/A Stress Rating: 89.6% Pass Pole Data 40.28"x 0.3125"18-sided pole(A607-65;Fy=65 ksi,Fu=80 ksi) CCI plate-Version 4.1.2 Analysis Date:4/4/2023 Drilled Pier Foundation "_ CROWN BU#: 843211 CASTLE Site Name: MAT TI T UCK Order Number: 648700 Rev.0 TIA-222 Revison: H Tower Type: Monopole Apply TIA-222-H Section 15.5: N/A 17, 11 Analysis Results Additional Longitudinal Repair .. Soil Lateral Check Ce m ss n (Abel. Input Ett t ve Depths{else Actual): � comp- Uplift D_(ft from TOC)1 6.40 1 Shear Design Options Mwmnt(kip-ft) 2481 Soil Safety Factor 137 Chi Si1e£tr 1 ,- ti10'r t Wii A cel Forte(ki s} 40 Max Moment Ikia-ft) 2667.19 - Utilize Shear-Friction Methodology: St r Fere kips 31 Rating' 92.4% - Override Critical Deoth, 1 11 Soil Vertical Check Compression U int Go to Sort Calculations PropertiesMaterial - Skin Friction(kips) 166.20 a Override Override - - Concrete Strength,fc:1 31 ksi End Bearing(kips) 318,09 - Rebar Strenqth,Fv: 601 ksi Weight of Concrete(kips) 109.42 - Tie Yield Strength,Fyt.j 40 ksi I Total Capacity(kips) 48428 - Axia((kips) 149,42 Rebar&Pier Options Rating' 29.4%.. - Pier Depth 21ft a Reinforced Concrete Flexure Compression Uplift Ext.Above Grade 0.5 ft Embeaaea Pote tnouts Critical Depth(ft from TOC)3 6.24 ��._.. Pier Section 1 Benea Piermouts Critical Moment(kip-ft)i 2666.92 From 0.5'above grade to 21'below grade Critical Moment Capacity 3360.39 Pier Diameter 6 ft Rating• Rebar Quantity 16 Reinforced Concrete Shear Cotner tessicn {,olw Rebar Size 11 Critical Depth(fit from TOC) 17.39 = Clear Cover to Ties 4 in Critical Shear(kip) 300,77 = Tie Size 5 Critical Shear Capacityl 476.24 - Tie Spacing 18 inRating" 59.9% - S hear-F;ia.«n Methodology,s Applied Structural Foundation Rating" 75.6% Soil tnterattittt Rating 32.40 `Rating per TIA-222-H Section 15.5 Soil Profile tattctsvater til N/A #of Layers Angle of Calculated Calculated Ultimate Skin Ultimate Skin Ult.Gross Top Thickness Y'.11Y�•na... Cohesion Ultimate Skin Ultimate Skin Friction Comp Bearing SPT Blow Layer (ft) Bottom(ft) (ft) (Pcf) (Pcn (ksf) Friction Friction Comp Friction Uplift Override FrictioOverriden Uplift Capacity Count Soil Type (degrees) (ksf) (ksf) (ksi (ksf) (ksf) 1 0 4.167 4.167 100 1501 0 0 0.000 0.000 0.00 0,00 1 Cohesionless 2 4.167 15 10.833 100 150 0 28 0.3460.346 5 Cohesionless 3 15 21 6 100 150 0 30 1.335 1.335 Ira 12 Cohesionless Version 5.0.4 Company : Network Building+Consulting June 24,2022 IIIRISA Designer : Rachel Huang,P.E. 5:40 PM Job Number : Project#: 10150854 Checked By: ,... . Model Name 144803-VZW MTLCH Member Point Loads (BLC 33 :antenna Wm (180 Deg)) (Continued) Member Label Direction Mao i o- i Location ft% 0 MP2C X 0 1.22 41 MP2C Z 7.027 1.92 42 MP2C 04 1,92 4 MP2-C X 0 6.92 44 MP2C Z 7.027 6.92 45 MP2C Mx .004 6,92 46 MP4A x 0 4.42 47 MP4A Z 10.32 4.42 48 MP4A Mx .002 4,42 49 MP4B X 0 4.42 50 MP4B Z 4.35 4.42 51 MP4B Mx 0 4.42 2 MP4C X 0 4.42 53 MP4C Z 5.84 4.42. 54 MP4C Mx .003 4.42 55 MP1A X 0 4 MP1A Z 4.249 4 57 MP1A Mx -.000727 4 58 MPI B X 0 4 59 MP1 B Z 4.159 4 60 M P 1 B Mx .000879 4 61 MP1C X 0 4 62 M P 1 C Z 3.278 4 63 MP1 C Mx -.001 4 4 MP2A X 0 4 65 MP2A Z 4.218 4 66 MP2A Mx -.000721 4 67 MP2B X 0 4 68 MP2B Z 4.112 4 69 MP2B Mx M0869 4 70 MP2C X 0 4 71 MP2C Z 3.071 4 72 MP2C Mx -.001 4 73 OVPMP x 0 2.5 74 OVPMP Z .332 2.5 75 OVPMP Mx .002 2. Member Point Loads LBLC 34:Antenna Wm (210 Dir)) Member Lab I Direction Ma it_ de k- LocaU n f#% 1 MP3A X -1.271 4.4 2 MP3A Z 2.201 4.4 3 MP3A Mx .000974 4.4 4 MP3B X -1A94 4.4 5 MP3B Z 2.067 MP3B Mx -.000978 4.4 7 MP3C X -1.551 4.4 MP3C Z 2.687 4.4 9 _ MP3C Mx I .000822 4.4 1-0 MP1A I X -3.826 1.92 11 MP1A Z 6.626 1.92 12 MP1A Mx _004 1.92 1.3 MP1A X -3.826 6.92 MP1A Z 6.626 6.92 15 MP1A Mx .004 6.92 1.6 MP1B X -3.689 1.92 17 MP1B Z 6.39 1.92 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...I...I...I...IAnalysis1144803-VZW MT LC_H.r3d] Page 55 Company Network Building+Consulting June 24,2022 Designer : Rachel Huang, P.E. 5:40 PM IIIRISAJob Number Project#: 10150854 Checked By: Model dame 144803-VZ`!V MT LO H .MemberPoint Load's (BLC 34 :Antenna Ulm (210 -q)) (Continued) Member Label Dire tion Isla n nude Ib kyf Luca ion ft% 18 M P 1 B Mx -.004 1.92 19 MP1 B x -3.689 6.92 MP1 B Z 6, 6,92 21 M P 1 B M -..004 .6,92 22 M P 1 C x -4.321 1.92 2 M P 1 G Z 7.484 1.92 IMPic Mx 003 1.92 25 mpic x -4.321 6.92 M P 1 C z 7.484 IMPIC Mx ,003 6.92 $ MP2A x -3.826 1,192 29 MP2A Z 6.626 1.92 30 MP2A NX X004 1,92 31 _ MP2A X -3.826 6.92 32 MP2A Z 6.626 6.92 MP2A Mx I. ,004 6P92 34 MP2B x -3.689 1,92 5 MP2B Z 6,39 1.92 36 MP2B Mx -.004 1.92 37 MP2B x -3.689 6.92 38 MP2B z 6.39 6.92 39 MP2B Mx -M4 6.92 40 MP2C x -4.321 1.92 41 MP2C Z 7.484 1.92 42 MP2C Mx .003 1.92 -43, MP2C x -4.321 6.92 44 MP2C Z 7.484 6492 45 MP2C Mx .003 6.92 46 M P4A x -3.672 4.42 47 M P4A Z 6.186 4.42 48 M P4A M .003 4.42 49 MP4B x -3.02 4.42 50 MP4B Z 5.231 4.42 51 MP4B Mx 0 4.42 52 MP4C x -4.606 4.42 53 M P4C Z 7.978 4.42 54 MP4C Mx .002 4.42 55 MP1A x 78 4 [f6MP'lA Z 3.084 4 MP1A Mx -.001 4 58 MP1B x -1.719 4 59 M P 1 B Z 2.977 4 60 M P 1 B Mx .001 4 61 MP1 C x -2.005 4 62 M P 1 C Z 3.472 4 MP1 C Mx -_001 4 64 MP2A x -1.702 4 65 MP2A Z 2.948 4 66 MP2A Mx -.001 4 67 MP2B X -1.629 4 68 MP2B z 2.822 4 69 MP2B Mx .001 4 70 MP2C x -1.967 4 71 MP2C Z 3.407 4 72 MP2C Mx -.001 4 73 QVPMP X -4.131 2.5 74 QVPMP Z 7.156 2.5 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...I...I...IAnalysis1144803-VZW MT LC_H.r3d] Page 56 Company A. Network Building+Consulting June 24,2022 IIIRISA Designer Rachel Huang,P.E. 5:40 PM Job Number Project#: 10150854 Checked By: Model game 144803-VZW MT LC_H Member Point Loads (BLC 34 :Antenna Wm L210 Be Continued Member er Label DiLeqliQn Alla nitude lb k-ft 75 OvPMP Mx 2.5 Member Point Loads (BLC 35 :Antenna Wm 240 pe Member Label Direction i ude lb k- Loca icon to 1 MP3A I x -1.593 4.4 2 MP3A Z 4.4 3 MP3A Mx .000906 4.4 4 MP313 x ' -1 57 4.4 5 MP3B Z .899 4.4 6- MP3B Mx -.000896 4.4 7 MP3C X -3.131 4.4 8 WE Z 1.807 4 4 MP3C Mx 4.4 0 J MPIA x -5,553 1.92 11 MP1A Z 3.206 1.92 12 MP1 A Mx .004 1.92 13 MP 1 A x -5.553 6.92 14 M P 1 A Z _ 3.206 6.92 15 MP1A Mx .004 6.92 16 M P 1 B x -5.489 1.92 17 M P 1 B Z 3.169 1.92 18 MPI B Mx -.004 _ 1.92 19 MP1 B X I -5.489 6,92 20 MPIB Z 3.169 6.92 21 MP1 B Mx -.004 6.92 22 J MPI x -8.268_ 1.92 23 M P I C Z 4.773 1.92 24 MPI C Mx .000236 1.92 25 MP1 C x -8.268 6.92 26 MPI C Z 4.7736.92 27 M P 1 C � Mx .000235 6.92 28 MP2A x -��5--5-53 1.92 29 MP2A Z 3.206 1.92 0 MP2A Mx .004 1.92 31 MP2A X -5.553 I 6.92 2 _ MP2A Z 3.206 6.92 33 MP2A Mx .004 6.92 34 MP2B X -5.489 1.92 35 MP2B Z 3.169 1.92 36 MP2B Mx 4 1.92 37 MP2B x -5.489 6.92 MP2B Z 3.169 6.92 39 MP2B Mx -.004 6.92 40 MP2 x -8.268 1.92 41 MP2C Z 4.773 1.92 42 MP2C Mx .000236 1.92 43 MP2C X -8.268 6.92 44 MP2C Z 4,773 6.92 45 MP2C Mx .000236 6.92 46 MP4A _ x -3.944 4.42. 47 MP4A Z 2.277 4.42 48 MP4A M .002 4.42 49 MP4B x -8.159 4.42 50 MP4B Z 4.71 4.42 51 MP4B Mx 0 4.42 52 M P4x 4615 4.42 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...I...I...I...IAnalysis1144803-VZWMT LO_H.r3d] Page 57 Company Network Building+Consulting June 24,2022 IIIRISA Designer Rachel Huang,P.E. 5:40 PM Job Number Project#: 10150854 Checked By: ,kwmLuajFA ctuvAu. Model Name 144803-VZW MT LO_H Member Point Loads fBLC 35 :Antenna Wm 240 De Continued Member Label Directicn M nt ude Ib k-ft Loci- n ft°o MP4C Z 5.551 4.4 54 MP4C Mx .000194 4,42 55 MPIA x -2.597 4 6 MP1 A Z 57 MP1 A Mx -.001 4 58 MP -2.569 59 MP1 B Z 1.03 4 60 MP1 B Mx .001 k63 MP1 C x -3.$27 4 P Z 2.21 4 MP1 C Mx -7.7e-5 4 64 -MP2A-- x -2.374 4 65E MP2A Z 1.371 4 66 M P2-A Mx -.001 4 67 MP2B X -2.34 4 68 MP2B z 1.351 4 69 MP2B Mx .001 4 70 MP2C x -3.827 4 71 MP2C Z 2.209 C 4 72 MP2C x -7.7e-5 4 73 OVPMP x -6.401 2.5 74 CVPMP z 3.696 2.5 75 OVPMP Mx .004 2.5 Member Point Loads (BLC 36 :Antenna Wm 274 De Member-Labol Dice n M niitucpfibk-f Location ft yp 1 MP3A x -1,999 4.4 -2T MP3A Z 0 4.4 3 MP3A Mx .000939 4.4 4 MP3B x -2.112 .4 5 MP3B Z 0 4.4 6 MP3B Mx -.000957 4.4 7 MP3C x -3.213 4.4 8 MP3C Z 0 4.4 9 MP3C Mx -.000754 4.4 10 MP1A X -6.693 1.92 11 MP1A Z 0 1.92 12 MPIA Mx .004 1.92 13 MPIA x -6.693 6.92 14 MPIA Z 0 15 MP1A Mx .004 6.92 1 MPI B x -6.892 1.22 17 I MP1B Z 0 1.92 18 MP1 B Mx -.004 1.92 1.9 MP1 B x __ -6.892 6.92 20 MPI B Z 0 6.92 21 MP1 B Mx -_004 6.92 22 M P I C x -8.837 1.92 23 MP1 C Z 0 1.92 24 M P 1 C M -.003 1.92 25 M P 1 C x -8.837 6.92 26 11AP1 C z 0 6.92 27 MP1 C Mx -.003 6.92 2 MP2A x -6.693 1.92 29 MP2A Z 0 1.92 30 WP-2A- Mx .004 1.92 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...I...1...\Analysis1144803-VZW MT LO_H.r3d] Page 58 Company : Network Building+Consulting June 24,2022 Designer : Rachel Huang,P.E. 5:40 PM IIIRISAJob Number Project#: /0150854 Checked By: Model Nairne 144803-VZW MT_LO_H Member Point Loads DLC 36 :Antenna Wm 270 De Continued Member Label Direction a nitude ib k-ff Lo+cation fi MP2A x -5 3 6.92 ?329 M P 6.92 33 MP2A Mx -004 6.92 34 MP2B x -6.892 1. 2 35 MP2B Z 0 1.92 MP2B Mx -.004 37 MP2B x -8.892 6.92 38 MP2B Z 0 6.92 39 MP2B Mx -.004 6.92 40 MP2C X 7 1.92 41 MP2C Z 0 1.92 2 P Mx -.003 1.92 43 MP2C x -8.837 6.92 44P2C Z �� 4 6.92 45 MP2C Mx -.003 6.92 4 M P4 X -5.141 4.42 47 M P4A Z 0 4.42 48 _ MP4A Mx .002 4.42 49 MP4B X -11.111 4.42 50 MP4B Z 0 4.42 1 MP4B Mx 0 4.42 52 MP4C X 1 4.42 53 MP4C Z 0 4.42 F5 MP4C Mx -0 2 4.42 55 MP1A X -3.127 4 56 MP1A Z 0 4 57 MP1A Mx -.001 4 581- MP1B x -3.217 _ 4 59 MP1B Z 0 4 MP1 B Mx .001 4 61 MP1 C x -4.098 4 62 MP1C Z 0 4 63 M P 1 C Mx .000962 4 64 MP2A X -2.892 4 65 MP2A Z 0 4 66 MP2A Mx -_001 4 67 MP2B x _ -2.998 4 68 1 MP2B Z 0 4 69 MP2B Mx .001 4 70 MP2C X -4.039 4 71 MP2C Z _ 0 4 72 MP2C Mx _ .000948 4 _ 73 OVPMP X -7.589 2.5 74 OVPMP Z 0 _ 2.5 75 OVPMP Mx .004 2.5 Member Point Loads (SLC 37:antenna Wm (300 De_q)) e I Direo ion Mga 'udefibX-All L lignm q 1 MP3A X -2.477 4.4 - 2 MP3 Z -1.43 4.4 3 MP3A Mx -000919 4.4 4 MP B - 4.4 5 MP3B z -1.507 4.4 6 MR38 Mx -.000864 4.4 7 MP3C X -1.991 4.4 8 MP3C Z -1-149 4.4 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...1...1...1Analysis1144803-VZW MT LO-H.r3d] Page 59 Company : Network Building+Consulting June 24,2022 IIIRISA Designer : Rachel Huang,P.E. 5:40 PM Job Number Project#: 10150854 Checked By: Model Name 144803-VZW MT L4 H Member Point Loads ( LC 37:Antenna Wm (300 Deg)) (Continued) Member Label Directiona situ e I�r�k..� Location % 9 MP3C Mx -.000975 4.4 10 MP1A x -7,113 1.92 11 P1 I Z -4.107 1.92 12 MP1A .004 1.92 13 MP1A X -7.113 6.92 14 MP1A Z -4:197 15 MP1A Mx .004 6.92 161 MP1 B x -7349 1.92 17 MP1 B Z -4.243 1.92 8 MP1 B Mx -.003 1.92 19 MP1 B x -7.349 6.92 20 MP1B Z -4. 4 6.92 21 MPI B Mx -.003 6.92 22 MP1 x n6,255 1.92 23 M P 1 C Z -3.611 1.92 24 MP1 C Mx -.004 1.92 25 MP1C x -6.255 6.92 26 M 1 Z -3.611 6.92 27 MP1 C Mx -.004 6.92 28 MP2A X -7.113 1.92 29 MP2A Z -4.107 1.92 30 MP2A Mx _0 4 1.92 31 MP2A x -7.113 6.92 32 MP2A Z -4.107 6,92 33 MP2A Mx .004 6.92 34 M P2 B x -7.349 1.92 35 M P2B Z -4.243 1.92 36 MP2B Mx 3 1.92 37 M P2B X -7.349 6.92 38 M P2B Z -4.243 6.92 39 MP2B Mx -.003 6.92 40 MP2C x -6.255 'I.92 41 MP2C Z -3.611 1.92 42 MP2C Mx -.004 1.92 43 MP2C x -6.255 6.92 4 MP2C Z -3.611 6.92 45 MP2C Mx_ -.004 6.92 4 M P4A x -7.203 4.42 47 M P4A Z -4.159 4.42 48 MP4A Mx .003 4.42 49 MP4B X -8.159 4.42 50 MP4B Z -4.71 4.42 51 MP4B Mx 0 4.42 52 MP4C X -5.411 I 4.42 53 MP4C Z -3.124 4.42 54 MP4C Mx -.003 4.42 55 MPI A x -3.304 4 56 MP1A Z -1.908 4 57 MP1A _ Mx -.001 4 58 MP1 B x -3-411 4 MP1 B Z -1.969 4 60 MP1 B Mx .001 4 61 MP1 C X -2.916 62 MP1C r Z -1_ 3 4 63 MP1 C Mx .001 4 L64 MP2A X -3.209 4 65 MP2A _ Z -1.853 4 R1773D Version 17.0.4 [1...1...1...1...t...1...1...1...1...1...I...I...IAnalysis1144803-VZW MT LC_H.r3d] Page 60 Company pany . Network Building+Consulting June 24,2022 Designer : Rachel Huang,P.E. 5:40 PM IIIRISAJob Number : Project#: 10150854 Checked By: , tE�suFtC „ ., Model Name : 144803-VZW MT LC_H Member Paint Loads (DLC 37:Antenna Wm (300 De-q)) (Continued) Memt er Label Direction Ma nitud lb,k-ft] L cation 6 MP2A- Mx 4 7 MP2B x -3.335 4 68 MP2B Z - 4 _ M2Mx .001 4 70 M P2C x -2,75 4 71 MP2C Z -1.588 4 7 MP2Q Mx =1 73 OVPMP X -7.498 2.5 74 OvPMP Z -4.329 2.5 75 OvPMP Mx 3 2.5 Member Point Loads (BLC 38 :Antenna Wm (330 Dep)) Member Label Direction Ills nitude Ib k-ft LocationfftW- 1 MP3A C X =1,78-1 4.4 MP3A Z -3,085 4.4 3 1 MP3A Mx I .000309 4.4 4MP3B x -1.802 4.4 5 MP3B C Z -3.12 4.4 6 MP3B Mx -.000157 4.4 7 MP3C X -.893 4.4 8 MP3C Z -1.547 AA - 9 MP3C Mx -.000893 4.4 10 M P 1A X -4.727 1.92 E11 MP1A Z -8.187 1,92 2 MP1A Mx .001 1.92 13 MP1A x -4.727 6.92 14 M P 1 A Z -8.187 6.92 15 MP1A Mx .001 6.92 1 16 MP1 B x -4.763 1.92 17 1 MP1 B Z -8.25 1.92 18 _ M P 1 B M -.000588 1.92 19 I M P 1 B x -4.763 6.92. 20 M P 1 B Z -8-256.92 21 MPIB. M -.000588 6.92 22 MPC x - _1 1.92 23 9 M P 1 C Z -5.472 1.92 24 MP 1 C Mx -QQ4 1.92 25 MP1 C x -3.159 6.92 2 M P 1 C Z -5.472 6.92 7 MP1 C Mx -,004 6.92 MP2A x -4,727 1.92 29 MP2A Z -8.187 1.92 M P2A Mx 1 2 31 MP2A x -4.727 6.92 2 MP2A Z -8.187 6.92 3 MP2A Mx .001 I 6.92 MP2B x -4.763 1.92 MP2B Z - .25 1..92 36 M P2B Mx -,000588 J.,92 F7 MP2B X -4.763 6.92 38 MP2B Z -8.25 6.92 39 MP2B Mx -.000588 6.92 40 M P2C x -3.159 1.92 41 M P2C Z -5.472 1.92 42 M C Mx -.004 J92 43 M P2C x -3.159 _92 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...I...I...I...I...IAnalysis1144803-VZW MT LO_H.r3d] Page 61 Company . Network Building+Consulting June 24,2022 Designer : Rachel Huang,P.E. 5:40 PM IIIRISAJob Number Project#: 10150854 Checked By: Model Name 144803-VZW MT LO Member Point Loads (BLC 38 :Antenna Wm 330 De Xontinuegg_ Member Label Di a tion Ma nitude l�.k-f LocationfUN6 44 MP2C z -5.472 2 k45 MP2C Mx -.004 6,92 6 4A x -5.454 .42 47 MP4A Z -9,446 4.42 48 MPA Mx .000947 4.42 49 MP4B X -3.02 4.42 MP4B -5,231 4 51 MP4B Mx 0 4.42 52 MP4C x -2,179 4.42 53 MP4C z -3.774 4.42 54 MP4C Mx - 4,42 55 MP1A x -2.188 4 56 MP1A Z -3,79 4 57 M P 1 A -.00038 4 I 58 MP1 x -2-205 4 59 MP1 B Z -3.819 a 4 60 M P 1 B Mx -.0001-92 4 61 MP1C X -1.478 4 _ 62 M P 1 C Z -2.561 4 63 M P 1 C I Mx .001 4 4 M P2A x -2,184 4 65 M P2A Z -3.783 4 6 M P2A Mx -.Q0 3 4 67 M P2 B x -2.204 4 68 MP28 Z -3,817 4 69 I MP2B I Mx .000192 4 70 MP2C X -1.346 4 71 MP2C Z -2.331 4 72 MP2C M .001 4 73 OVPMP x -4.765 2.5 74 QVPMP Z -8.253 2.5 75 CVPMP Mx .QQ0827 2.5 Member Point Loads (BLC 77 : Lm Member Label Cir ion Magnijudgll ,k.-21Location[ftAll IA MP4C Y -500 %10 Member Point Loads (BLC 78 : Lm2 Member Label Cir ion MagnijudgiftkAl Lccatiqt#A MP4C Y -500 %39 Member Point Loads (BLC 79 : Lv1 Member Label Direqtign MggniJUdg[&.k-ftI Location t° I MP4C Y -250 0 Member Point Loads (BLC 80 : Lv2 Member Label Direction M ni d I k- Location IA 1 MP4C Y -250 %50 Member Point Loads (BLC 81 :antenna Fv Member Label Direction Magniladg(lb*-ftl LocationhU 1 M P3A Y 0 4.4 2 MP3A My 0 4.4 3 M P3A Mz 0 4.4 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...1...1...\Analysis1144803-VZW MT_LC_H.r3d] Page 62 Company : Network Building+Consulting June 24,2022 IIIRISA Designer : Rachel Huang, P.E. 5:40 PM Job dumber : Project#: 10150854 Checked By: Model Marne : 144803-VZVII MT LO Member Point Loads (BLC 81 :Antenna Ev) (Continued) Member Label Direction Ma nikud Ib k-t# Location fi°/o, 4 MP3B Y 0 4.4 _ 5 MP3B My 0 4. 6 MP3B Mz Q 4.4 7 MP3C Y 0 4.4 8 ' MP3C My 0 4.4 9 MP3C Mz 0 4.4 _ P I A Y 0 1.92 11 I MP1A my 0 1.92 12-[ ME1A Mz 0 1.92 1 MP1A Y 0 6.92 MP .92. 15 MP1A Mz 0 6.92 16 MP1 B Y 0 1.92 17 MP1B My 0 1.92 18 MP1B Mz 0 1.92 19 MP1B I Y 0 6.92 20 MPI B _ My 0 6.92 21 MP1 B Mz 0 6.92 22 MP1C Y 0 1.92 23 MP1C My 0 1.92 24 MP1 C Mz 0 1.92 MP1C Y 0 6.92 26 MP1C My 0 U2 27 MP1 C Mz 0 6.92 2 .MP2A- Y 0 1.92 29 --MP2A My 0 1.92 30 MP2A Mz 0 1.92 31 MP2A Y 0 6.92 - 321_ MPA My 0 6.92 33 MP2A Mz 0 6.92 MP2B Y _ 0 1.92 35 i MP2B My 0 1.92 36 MP2B Mz 0 1.92 37 MP2B Y 0 6.92 MP2B M 6.92 39 MP2B Mz 0 6.92 4 MP2C Y 0 1.92 142 1 MP2C M 0 1.92 MP2C Mz 0 1.92 43 MP2C Y 0 6.92 F4644 MP2 M 0 6.92 MP2C Mz 0 6.92 MP4A Y 0 4.42 MP4A M 0 4.42 MP4A Mz 0 a 4.42 49 MP4B Y 0 4.42 - 50 M P4B My 0 4.42 51 M P4 B I Mz 0 4.42 52 M P4C Y 0 4.42 53 MP4C My 0 4.42 54 M P4C Mz 0 4.42 55 MP1A _ Y 0 4 56 MP1A M 0 4 CMP157 Mz 0 4 58 MP1B Y 0 4 59 MP1 B M 0 4 60 MP1 B Mz 0 4 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...I...1...\Analysis1144803-VZW MT_LC_H.r3d] Page 63 Company : Network Building+Consulting June 24,2022 Designer Rachel Huang,P.E. 5:40 PM IIIRISAJob Number : Project#: 10150854 Checked By: A,u F,%V-r�°,i-+-K, Model Nance 144803-VZW MT LO_H Member Point Loads (BLC 81 :Antenna Ev Continued Member l it ; M ni Ih k- Loc-atic�n ft,%] 61 MP1Q Y 0 4 62my 0 4 6-3 MP1 C Mz 4 _ 64 MP2A Y 4 65 MP2A My 0 4 6 MP2A Mz 67 MP2B Y 0 4 MP2B 69 MP2B Mz 0 4 70 MP2C Y 0 71 MP2C M _ 0 4 7 MP2C Mz 0 4 73 OVPMP - Y 0 2. 74 _ OVPMP My 0 2.5 75 OVPMP Mz 0 2. Member Point Loads (BLC 82 :Antenna Edi (0 Dep)) em r L el DiLection M ni q l k- Location ft% I MP3A ! z -.696 - 4.4 MP3A Mx _ -.000119 4.4 3 MP3B I Z -.696 4.4 4 MP3B Mx .000147 4.4 5 MP3C z -_696 4.4 MP3C Mx -.000307 4.4 7 MP1A z -.655 1.92 8 MP1A Mx -.000159 1,92. 9 MP1A Z -_655 6.92 10 MP1A Mx -.000159 -6-92 11 MP1 B Z -.655 1.92 12 MP1 B Mx .000196 1,92, 13 MP1B z -.655 6.92 _14 MP1 B Mx .040196 6.92 15-T MP1 C Z -.655 1.92 16 M P 1 C Mx -.00041 1.92 17 MP1 C z -.655 6.92 18 M P 1 C Mx -.00041 6.92 19 MP2A Z -.655 1.92 __zo_i MP2A Mx -.000159 1.22 21 I MP2A Z -.655 6.92 2 MP2A _ Mx -.000159 6-92 23 MP2B Z -.655 1.92 4 MP2B Mx .000196 1.92 2 MP2B z -.655 6.92 J29 MP2B .000196 6-92 MP2C Z -.655 1.92 MP2C28 Mx -.00041 1.92 1 MP2C Z -.655 6.92 MP2C Mx -.00041 6.92 1 MP4A Z -2.613 4.42 A32 MP4A Mx -.000447 4.42 33E MP4B z -2.613 4.42 3 MP46 Mx 0 4.42 5 MP4C Z -2,613 4.42 3MP4C Mx -.001 4.42 37 MP1A Z -2.241 _ 4 38 MP1A Mx .000383 4 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...1...1...IAnalysis1144803-VZW MT LC_H.r3d] Page 64 Company Network Building+Consulting June 24,2022 IIIRISA Designer = Rachel Huang,P.E. 5:40 PM Job Number Project#: 10150854 Checked By: , tr� arw+ .'• Modef Name 144803-VZW MT LO_H Member Point Loads BLC 82 :antenna Eh LO e Continued Mery er Label Cre n M n i u I k-fit Location �! 74!39 MP1 B Z -2.241 4 MP1B Mx 4 41 MP 1 I 2..241 4 MP1 C M ° 000989 4 43 MP2A Z -2.109 4 4 .000361 45 MP2B Z -2.109 4 46 1 MP2BMx A -.000446 47 MP2C Z -2.109 4 48 MP2C Mx .000931 4 49 OVPMP Z I -.96 2.5 50 OVPM P Mx -.000164 2.5 Member Point Loads (BLC 83 :antenna Eh (90 te_r)) Member Label Direction Ma nitud Ib k-t# Locati nft% 1 ' M P3A )C .696 4.4 2 M P3A Mx -.000327 4.4 3 MP3B x .696 4.4 MP36 Mx .000315 4.4 5 M P3C x .696 4.4 MP3C Mx 000163 4.4 7 MP1A x .655 1.92 8 MP1A Mx -.QQQ436 1.92 9 M P I A x .655 6.92 10 MP1A Mx -.00OA36 6.92 11 MP1 B x .655 1.92 12 MP1 B Mx 421 1.92 13 MP1 B x .655 6.92 14 MP1 B Mx .000421 6.92 15 MPI C X .655 1.92 16 MPI C Mx .000218 1.92 17 M P 1 x .655 6.92 18 M P 1 C Mx .000218 6.92 19 MP2A X .655 1.92 20 MP2A Mx -.090436 1.92 21 MP2A X .655 6.92 22 MP2A Mx -.000436 6.92 23 MP2B x .655 1.92 24 MP2B Mx .900421 1.92 25 MP2B x .655 6.92 26 MP2B Nix .000421 6.92 27 MP2C X .655 1.92 28 MP2C Mx OOQ218 1.92 29 MP2C x .655 6.92 30 MP2C Mx _QQ0218 6.92 31 M_P4A x 2.613 4.42 32 M P4AMx -.00-1 4.42 33 MP4B _ x 2.61. 3 4.42 34 MP4B Mx 0 4.42 35 MP4C X 2.613 4.42 36 MP4C Mx .000613 A 4.42 37 MP1A x 2.241 4 38 MP1A Mx .001 4 39 MP1B x 2.249 4 40 MP1B Mx -.0 1 4 41 MP1C X 2.241 4 RISA-3D Version 17.0.4 [1...1...1...1...1...1..1...1...1...1...\..A..AAnalysis1144803-VZW MT_LO_H.r3d] Page 75� Company Network Building+Consulting June 24,2422 IIIRISA [designer Rachel Huang,P.E. 5:40 PM Job Number : Project#: 10150854 Checked By: .tM+ .r :,aty Model Name 144803-VZIN MT LO_H .Member Point Loads (BLC 83 :Antenna Eh (90 Deco)) (Continued) Member Labe! Direction Mannitudefh.k-ftl LocationffiM MPIC Mx 0 526 1431 MP2A x 2.109 4 44 MP2A Mx 1 4 45 M P2 B x 2.109 4 46 M P2B Mx -.000956 4 47 MP2C X 2.109 -4 4a MP2C M -,000495-. -- 4 49 OVPM P X 2.5 50 VPMP Mx -.000451 2.5 !Member Distributed Loads (BLC 40 : Structure Di M�m be r.Label Direction Start M a natvft& -. �Jla n itude abs/ ... Stiart Locationfft.%I End Locationft Y-01 1 MI Y -9.454 -9.454 0 010100 2 M2 Y -9-454 -9.454 0 %100 0 3 M7 Y -5.208 -5,208 0 %100 4M8 Y -5,208 -5.208 %100 5_ Mil Y -8.97 -8.97 0 %100 6 M12 Y -8.97 -8.97 0 %100 7 M13 Y -8.97 -8.97 _ 0 %100 8 M14 Y -9.454 -9.454 0 010100 9 -M15 Y -9.454 _-9.454 0 %100 10 M20 Y - 208 -5.208 0 %100 11 M21 Y -5208 -5208 0 %100 12 M24 Y -8,97 7 -8.97 0 %100 13 M25 Y -8.97 -8.97 0 °1x100 14 M26 Y -8.97 -8,97 0 %100 15 M27 Y -9.454 -9.454 0 %100 _16_ M28 Y -9.454 -9.454 0 %100 17 M33 Y -5.208 -5.208 0 %100 18 M34 -5.208 -5.208 0 %100 19 M37 Y -8.97 -8.97 0 %100 0 20 M38 Y 78.97 -8.97 0 %100 21 M39 Y -8.97 -8.97 0 %100 22 M40 Y -6.101 -6.101 0 %100 23 M41 Y -6.101 -6.101 0 %100 24 M42 Y 1 -6.101 -6.101 0 %100 25 M139 Y -6.149 -6.149 0 %100 26 M140 Y -6.149 -6.149 0 %100 27 M141 Y -6.149 -6.149 0 %100 28 M154 Y -4.606 4,606 0 %100 L 29 M155 Y -4.606 -4.606 0 °/0100 30 M156 Y -4. -4,606 0 %100 1 31 M1 57 Y -6.149 -6.149 0 0/0100 32 M1 58 Y -6.149 -6.149 0 %100 33 1 M1 59 Y -6.149 -6.149 0 010100 34 M P4A Y -4.606 -4.606 0 %100 35 M P4 B Y -4.606 -4.606 0 %100 36 MP4C Y -4.6-0-6- -4.606 0 %100 37 MP3B Y -4.606 -4.606 0 %100 38 MP3C Y -4.606 -4,606 0 %100 39 MP3A Y -4.606 -4,606 0 %100 40 MP2A Y -4.6 -6 -4.606 0 %100 41 MP2C Y -4.606 -4.606 0 %100 42 M P2B Y - -4.606 0 %100 43 M P 1 A Y -4.606 -4.606 0 %100 RISA73D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...I...I...IAnalysis1144803-VZW MT LO_Kr3d] Page 66 Company Network Building+Consulting June 24,2022 IIIRISA Designer Rachel Huang,P.E. 5:40 PM Job Number Project#: 10150854 Checked By: 4 CGIOA,, Model Name 144803-VZW MT LC-H Member Distributed Loads LBLC 40 : Structure Did (Continued) Member Label Direction Start Ma n[tude Id/ft...End Ma nitud:e lb/ft.,. Start Locationfft.%1 End Location it% 44 MP1 C Y -4 %100 - 45 IIP 1 B Y -4.606 -4.606 0 %100 46 OVPMP Y -4.6.06 -4,606 9 %100 47 118 Y -9.441 -9.441 0 °01 48 M1 19 Y -9.441 -9.441 0 %100 49 M120 Y -9.441 -9.441 0 %100 50 M121 Y -9.441 -9.441 0 %1 QO 51 M122 Y -9.441 -9.4410 %100 2 M123 Y -9.441 -9.441 0 100 53 M124 Y -9.441 -9.,441 %100 4 M1 441 -9.441 0 %100 55 M129 Y -9.441 -9.441 0 °0100 56 _M13-0. Y ;-9.441 -9.441 0 %100-- 57 /1 057 M1 33 Y -9.441 -9.441 0 %100 M 1 4 Y -9.441 -9.441 0 %10 59 M136 Y -9.454 -9,454 %100 60 M137 _ Y -9.454 -9.454 0 %100 61 M131 Y -9.454 -9.454 0 %100 62 M132 Y -9.454 -9.454 0 %100 63 M146 Y -9.454 -9,454 0 %100 M147 L Y -9.454 -9.454 0 %1- 0-0-Member Distributed Loads (BLC 41 : Structure Wo_(0 Deg)) Member Label Direction Start Ma nitude Iblft...Ertd Ma LIa e I t .rk t fft. � End Location % 1 M1 X 0 0 0 %100 2 M1 Z -6.43$ -6.438 0 %100 3 M2 X 0 0 0 °°1 Q0 4 M2 Z -6 438 -6.438 0 %100 5 M7 X 0 0 0 %100 6 M7 Z n3- 15-7-7 -3.577 0 %100 7 M8 x 0 0 0 %100 8 M8 Z -14.307 -14.307 0 %100 9 M11 X 0 0 0 %100 10 Mil Z -11.4 -11.456 0 %100 11 M12 X 0 0 0 %100 12 M12 Z. -3.293 -3.293 0 %100 13 M13 X 0 0 0 %100 14 M13 Z -3224 -3.294 0 %100 15 M14 X 0 0 0 %100 16 M14 Z - -6.438 0 %100 17 M15 X 0 0 0 %100 18 M15 Z -6,438 -6.438 0 %100 19 M20 X 0 0 0 %100 20 M20 Z -14,307 -14.307 0 %100 21 M21 X 0 0 0 %100 22 M21 Z -3.577 -3.577 0 %100 23 M24 X 0 0 0 %100 24 M24 Z -111456 -11.456 0 %100 25 M25 0 0 0 %100 26 M25 Z -3-293 -3.293 0 %100 27 M26 X 0 0 0 %100 28 M26 Z -3.294 -.n-3-2-94 0 %100 29 M27 X 0 0 0 %100 30 M27 Z -25.752 -2 5.752 0 %100 31 M2 8X 0 0 0 %100 32 M28 I Z -25.752 P -25.752 0 I %100 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...I...I...IAnalysis1144803-VZW MT LO_H.r3d] Page 67 Company Network Building+Consulting June 24,2022 IIIRISA Designer Rachel Huang, P.E. 5:40 PM Job Number Project#: 10150854 Checked By: T ,'W_vLC ,,,A- Model Name 144803-VZW MT-LO H Member Distributed Loads DLC 41 : Structure Wo (0 De (Continued) Member Label Bron nitude I ...End fila n ude ... Start Locatao�f# Ertd� pc i11 n °o M33 X 0 0 0 %100 Lft 34 M33 Z - -3,579 0 %10-0-- 35 4 X 0 0 %100 36 M34 Z -3.574 -3.574 0 %100 37 M37 X 0 0 0 %100 38 7 Z %100 39 M38 X 0 0 0 %100 40 M38 Z -13.174 -13,174 %100 41 M39 X 0 0 %100 4 M Z -13.175 -1.3.175 0 _ %100 3 M40 X 0 0 0 %100 44 M40 Z -3.586 -3.586 0 %10-0 45 M41 X 0 0 0 %100 46 M41 z -3.5 -3.586 0 %100 47 M42 X 0 0 0 %100 48 M42 z - -14.344 0 °0100 49 M139 0 0 %100 0 Mi 39 Z -14.36 -14.36 0 %100 1 M140 X 0 0 0 %100 52 I -4.25-9 -4.259 0 %100 53 M141 X 0 0 0 %100 MI-41 z -14.361 -14.361 0 %100 5 M154 x 0 0 0 %100 5 Z -10.193 -10.193 0 %l00 57 M155 X 0 0 I 0 %100 5$ M1 55 Z -2.54$ -2.548 0 %100 59 M1 56 X 0 0 0 %100 0 M156 Z -2.548 -2.548 0 %100 61 M1 57 X 0 0 0 %100 2 MI 57 Z-1- -3.168 -3.168 0 %100 63 M158 x 0 0 0 %100 4 M158 Z -12.671 -12.671 0 %100 65 M159 X 0 0 0 %100 66 M1 59 Z -3.168 -3.16$ 0 %100 67 MP4A X 0 0 0 %100 68 MP4A Z -10.193 -10.193 %100 69 MP4B X 0 0 0 %100 70 MP4B Z -10.193 -10.193 0 %1 0 71 MP4C X 0 0 0 %100 72 MP4C Z -10.193 -10.193 0 _ °x100 73 MP3B X 0 0 0 %100 74 MP3B Z -10.193 -10.193 0 °/x100 75 MP3C x 0 0 0 %100 MP3C Z -10.193 -10.193 0 %100 77 MP3A X 0 0 0 %100 7MP3A Z -10.193 -10.193 0 %100 79 MP2A x 0 0 0 %100 80 MP -10.19 -10.193 0 °Q 1 $1 MP2C X 0 0 0 %100 82 MP2C Z -10.193 -10.193 0 %100 MP2B X 0 0 0 %100 84 MP26 Z -10.19 -10.193 0 %100 85 MP1A X 0 0 0 %100 $6 MP1A Z -10,193 -10.193 0 °lQ10 87 MPI C X 0 0 0 %100 88 MPI z -10.193 -10.193 0 %100 89 M P B X 0 0 0 %100 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...\..A...\Analysis1144803-VZW MT_LO_H.r3d] Page 68 Company : Network Building+Consulting June 24,2022 Designer Rachel Huang,P.E. 5:40 PM IIIRISAJob Number Project* 10150854 Checked By: Model Dame 144803-VZW_MT LC_H Member Distributed Loads (BLC 41 + Structure Wo (0 Deg)) (Continued) Member Label Direction Start Ma nitude lbfft..,End Maw gdef lbIft Start Loca.ion ftN End L ca#ion ft° MPI B -10.193 -10-193 - 0 %100 91 OVP P x 0 9 0 %100 0 92 OvPMP Z -10.193 -10.193 0 %100 93 M118 x 0 0 0 %100 94 M118 Z 0 0 0 %10-0. 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MT LO�H Member Distributed Loads (BLC 43 : Structure WO-NO De Continued Member L b l Direction Start Ilia nitude ibi t---EnO Magnito Jell/ft... tar[Location[ft.% End.Locafi n % M1 55 z -5.097 -5.097 0 %100 59 M1 56 X 2.207 2.207 0 %100 0 M1 56 Z -1. 74 -1.274 °/100 61 M157 x 10.974 10.974 0 %100 2 M157 Z -6.336 - 0 %1-00 63 M158 - X 2.743 2.743 0 %100 64 M1 58 Z -1.584 4 0 %100 5 M1 59 X 2.743 2.743 0 %100 66 1 59 z -1,584 -1,584 A100. 7 MP4A X 8.828 8.828 0 %1QQ 68 NA Z -5.097 -5,097 0 %100 69 MP4B X 8.828 U28 0 %100 70 MP4B Z -5.097 -5.087 %100 71 MP4C X 8.828 8.82.8 0 %100 72 M P4C Z -5.097 -5.097 0 %100 73 MP3B X 8.828 8.828 0 %100 74 MP3B Z -5.097 -5.097 _ 0 %100 75 MP3C X 8,828 8.828 0 %100 76 MP3C z -5.097 -5.097 0 %100 77 MR-M X 8.828 8.828 0 %100 78 M P 3A z -5.097 -5.097 0 %100 79 M P2A X 8.828 8.828 0 %100 80 MP2 Z -5.097 -5.097 %100 81 _ MP2C X 8.828 8.828 0 %0100 82 P2 Z -5_.097 -5.0-97 0 %100 3 M P2 B X 8.828 8.828 0 %100 84 M P2 B Z -5.097 -5.097 0 %100 85 M P 1 A X 8.828 8.828 0 %100 86 M P 1 A Z -5.097 -5.097 0 %100 87 MP1 C X 8.828 8.828 0 %100 88 MIPI C _ Z -5.097 -5.097 0 %1-Q0 89 M P 1 B X 8.828 8.828 0 %100 90 M P 1 B Z -5.097 -5.097 0 %100 91 OVPMP X 8.828 8_.828 0 %100 92 OVPMP Z -5.097 -5.097 0 °01-Go - 93 M118 X 16.726 16.726 0 %100 4 M1 18 Z -9.657 -9,657 0 -%1-0-0- 95 95 M119 X 16.726 16.726 0 %100 96 M 119 Z -9.657 -9.657 0 %100 97 M120 X 0 0 0 %100 98 M120 Z M Q 0 0 %100 99 M121 X 0 0 0 %100 1003 M121 Z 0 0 0 A100 101 M1 22 X 16.726 16.726 0 %100 1 Q2 M1 22 z -9.657 - -9,-657 0 %100 '103 M123 X 16.7.26 16.726 0 %100 104 M123 Z -9.657 -9,657 0 %100 105 M124 X 5.575 5.575 0 %100 106 M124 z - .219 -3,219 0 %100 107 M125 X 5.575 5.575 0 %100 108 M125 z -3.219 -3.219 0 %100 109 M129 X 22.302 22.302 0 %100 110 M129 Z -12.876 -12.876 0 %100 1.111 M1 30 X 22.302 22.302 0 %100 112 M130 z -12.876 -12.876 0 %100 113 M1 33 X 5.575 4 5.575 0 %100 114 M1 33 Z -3.219 1 -3.219 0 %100 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...1...I...IAnalysis1144803-VZW MT LO_H.r3d] Page 73 Company . Network Building+Consulting June 24,2022 IIIRISA Designer : Rachel Huang,P.E. 5:40 PM Job Number : Project#: 10150854 Checked By: P*UFTftCIfL#C&WPAUY Model Name : 144803-VZUV MT,LOH Member Distributed Loads (BLC 43 : Structure Wo (60 De-r)) (Continued) Member Label Direction Start Ma nitude left...End Ma nitude Ib/ ... Bart Locationffl% EndLoce io % 115 M1 34 X 5.575 -5,5T5. 0 %100 11 M1 4 Z -3.219 -3.219 0 %100 117 M136 X 5.575 5,575 %100 1 Z - . 1 - .219 0 ° 100 119 MI 37 X 5.575 5.575 0 %100 19nM137 1 -3,21-9 0 %100 121 M131 X 22.301 22.301 0 %100 2 M 1 1 Z -M875 - ° 1 0 -1 23 MI 32 X _ 01 22.301 0 %100 1241. M1 32 Z -12.87 Y-0 100 12 5 M146 X 5.575 5.575 0 °log 100 125 M146 Z -3.219 -3.219 0 %100 127 M147 x 5.57 5.575 0 %100 1.28 M147 Z 1 -3.219 -3,219 0 Member Distributed Loads BLC 44 : Structure Wo 90 De Member Label i i a ag n.i t / ...End Nl a nit Ib/ .. tart Locat ion Ufa End Lo t io n f ft,% 1 M1 X 19.314 19.314 0 %100 2 M1 z 0 0 0 %100 3 M2 x 19.314 19.314 0 %100 M2 Z 0 0 0 %100 5 M7 X 10.73 10.73 0 %100 M7 Z 0 0 0 %100 7 M8 X 0 0 0 °1°1.00 8 M8 Z 0 0 0 %100 9 M11 X 3.819 3.819 0 %100 10 M11 Z 0 0 0 %100 11 M12 X 9.88 9.88 0 %100 12 M12 Z 0 0 %100- 13 M13 X 9.881 --9,8-8i 0 %100 14 M13 Z 0 0 0 %100 15 M14 x 19.314 19.314 0 %100 16 M14 Z 0 0 0 100 17 M15 X 19.314 19.314 0 %100 18 M15 Z 0 0 0 %100 19 M20 X 0 0 0 %100 20 M20 Z 1 0 0 0 %100 21 M21 X 10.729 10.729 0 %100 22 M21 Z 0 0 0 %100 23 M24 X 1819 3.819 0 %100 24 M24 Z 0 0 0 °1100 25 M25 X 9.879 9,879 0 %100 26 M25 Z 0 0 0 Y2100 27 M25 x 9.882 9.882 0 %100 28 M25 Z 0 0 0 %100 29 M27 X 0 0 Q %100 M27 Z 0 0 0 %100 31 M28 x 0 0 0 %100 32 N128 Z 0 0 0 %100 33 M33 _ X 10.728 10.728 0 °1100 34 M33 Z 0 0 0 %100 35 M34 x I 10.732 10.732 0 %100 38 M34 z 0 0 0 %100 37 M37 X 15.275 15.275 0 %100 38 M37 0 0 %100 39 M38 X 0 0 0 %100 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...I...I...\Analysis1144803-VZW MT LO_H.r3d] Page 74 Company Network Building+Consulting June 24,2022 14 IIIRISA Designer = Rachel Huang,P.E. 5:40 PM Job Number Project#: 10150854 Checked By: x,41:K L-CI rRO*' Model Name 144803-VZW MT LO H Member Distributed Load, (BLC 44 : Structure Wo (90 Dem)) (Continued) Member Label Directionart Magnitud IbIft...End Ma n tude[Ib/ft... Start LocationfMAI EndLocation ft% 4 M38 z 0 0 %100 41 M39K 0I °0 1 42 M3 Z 0 0 0 %100 M40 X 10,7-5-8I 10.758 0 %100 4 M 4 0 Z 0 0 0 %1Q0 45 M41 X 10.758 10.758 0 %100 46 1 z 0 0 0 °110 47 M42 X 0 0 0 %100 48 M42 z 0 0 0 %100 49 m 139 X 7.628 7.628 0 %100 50 M1 9 Z _ 0 0 %100 51 C M 140 X 17.729 '17.729 0 %100 52 M140 Z 0 0 0 %100 53 M141 7,627 7.627 0 - .%100 54 M141 Z 0 0 0 %100 55 M.1 54 X 0 0 0 °10100 1 56 M154 Z 0 0 0 %100 57 M155 X 7.645 7.645 0 %100 58 M155 Z 0 0 0 %1-0-0 59 M156 x 7.645 7.645_ 0 %100 60 M1 56 Z 0 0 0 %100 61 M1 57 X 9.503 9.503 0 °10100 62 M1 57 Z 0 0 0 %1_00 00 63 M158 _ X 0 0 0 %100 64 M1 58 Z 0 0 __%Q 100 65 M1.59 X 9.503 9.503 0 %100 66 M159 Z 0 0 0 %100 67 M P4A X 10.193 10.193 0 %100 68 MP4A Z 0 0 0 %100 69 M P4B X 10,193 10.193 0 %100 70 MP4B Z 0 0 0 %100 71 MP4C X 10,193 1.0.193 0 %100 72 M P4C Z 0 0 0 %100 3 MP3B X 10.193 10.193 0 %100 74 MP3B z 0 0 0 %100 75 MP3C X 10.193 10.193 0 %100 76 MP3C z 0 0 0 %100 77 MP3A X 10.193 10.193 0 %100 78 M P3A 0 0 0 %100 79 MP2A X 10,193 10,193 0 %100 80 M P2A Z 0 0 0 °1100 81 MP2C X 10,193 10.193 0 %100 182 MP2C Z. 0 0 0 %100 83 MP2B X 10.193 10.193 0 %100 84 MP2B 0 0 %100 85 MP1A X 10.193 10.193 0 %100 86 MP1A Z 0 0 %100 87 MP1 C X 10.193 10.193 0 °o100 88 MP1 C Z 0 0 %100 $9 MP1B x 10.193 10.193 0 %IQQ 90 MP16 z 0 0 0 %100 91 OVPMP x 10.193 10.193 0 %100 92 OVPMP Z 0 0 0 %100 93 M118 X 25:752 25_.7.52 0 %100 94 M118 Z 0 0 0 %100 95-T M1 19 X 25.752 25.752 0 %100 96 M119 Z 0 0 0 %100 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...\..A...IAnalysis1144803-VZW MT LO_H.r3d] Page 75 Company : Network Building+Consulting June 24,2022 IIIRISA Designer : Rachel Huang,P.E. 5:40 PM Job dumber : Project* 10150854 Checked By: Model Name : 144803-VZW MT LO member Distributed Loads (BLC 44 : Structure Wo (90_DO-O X antinued) Member Label Direction Start Ma nitude ibif#...End Ma nitud'e lb/t# Start Loc tion End Location ftN 7 M120 X 6.43 .4 0 %100 0 °/1 OQ 9_9_ M121 X 6,438 _4 0 %100 1-1001, M121 z 0 0 0 100 f 101 M122 X 6.438 6.438 0 %100 2 M122 Z %100 1 M123 X 6.438 6.438 0 %100 0 1041 M123 I z 0 0 0 %100 105 M124 x 0 0 0 %100 1 M124 Z 0 0 0 %100 107 M125 X 0 0 0 0/0100 1 M12 0 0 0 %100 109 M129 - X 1-9,2314 19.3. 14 0 %100 - . 110 M129 Z 0 %100 111 M1 30 X 19.314 19.314 0 %1_00 1 2 M130 Z 0 0 0 %100 113 M133 X _ 19,31 19.31_4 0 %100 114 M1 33 Z 0 0 0 %100 115 M134 X 19.314 19.314 0 %100 116 M134 Z 0 0 0 %100 117 M136 X 0 0 0 %100 118 M136 Z 0 0 0 %100 1191 M137 1 X 0 0 0 %100 120 M1 37 Z 0 0 %100 121 M131 X 19.161 19.161 0 %100 122 M131 Z 0 0 0 %100 123 M132 X 19.467 19.4.67 0 %100 124 M132 Z 0 Q 0 %100 125 M146 x 19.314 19.314 0 %100 126 M146 Z 0 0 %100 1,271., M147 x 19.314 19.314 0 °101.00 1281 M147 Z 0 0 %100 --1 Member Distributed Load ( LC 45:Structure W (120 De-q)) LabelOber Direction _M ni a blf# End lea nitud Ib .. S ° L c t %1 1 M1 X 5.575 5.575 0 %100 2 M1 Z 3.219 3.219 0 %100 3M2 X 5.575 5.575 0 %100 M2 Z 3.219 3.21-9 %100 5 M7 X 12.39 12.39 0 %100 M7 Z Z.153 7.153 0 °1100 7 M8 X 3.097 .0 7 0 %100 ma Z 1.788 1.78$ 0 %100 9 Mil X 9.922 9.922 0 %100 10 M11 Z 5.728 5.72$ 0 °110 M 12 X 2.852 2.852 0 %100 0 F12 1.647 1.647 0 °01 0 13 M13 x 2.853 2.853 0 %100 14 M13 Z 1.647 1.647 0 %100 15 M14 X 22.302 22.302 0 L %100 16 M14 Z 12.876 12.876 0 °10100 17 M15 X 22.302 22.302 0 %100 18 M15 Z 121,876 12.876 0 °/°10 19 M20 X 3.097 3.097 0 I %100 20 M20 Z 1.785 1.788 0 ' %100 21 M21 X 3.097 3.097 0 %100 RISA-3D Version 17.0.4 ...1...1...1...1...t...1...1...1...I A...\Analysis1144803-VZW MT_LO_H.r3dj Page 76 Company Network Building+Consulting June 24,2022 IIIRISA DesignerRachel Huang,P.E. 5:40 PM Job Number : Project#: 10150854 Checked By: Model Name 144803-VZW MT LC_H Member Distributed Loads (BLC 45_: Structure Wo (120 Deg)) (Continued) Member Label Direction Start Ma ni ud / ...End Ada nitude lb/ft... Start Loqa(ionfft,%In t< cation ft% 22 M21 Z 1.788 1.788 010100 23 M24 x a 0 0 %100 24 M24 zi 0 0 0 %100 25 M25 x 11.408 11,4 8 0 °/1 2.6 M25 Z 6,586 6.586 01100 27 M26 x 11.411 11.411 0 010100 M25 Z %100 0 29 M27 X 5.575 5.578 0 010100 3-0 M27 Z 3.21 %IOQ 31 M28 x 5.575 5.575 0 010100 32 M28 Z 3.219 3.2190 %100 33 M33 X 1095 3_.095 0 %100 34 M33 Z 1,787 1,787- 0 %100 35 M34 x 12.39 12.39 0 %100 36 -M34 Z 7.153 7.15 0 %10-0 37 M37 X -R.-922 9.92.2 0 010100 3 M37 Z 5.728 57 0 ° 1 00 39 M38 x 2.852 2.852 0 %100 40 M3 Z 1.647 1.647 0 0 0100 41 M39 X 2.853 2.853 0 010100 42 M Z 1.647 1 0 %1-OD- 43M40 101 043M40 x 3-10-6 3.106 0 010100 4 E M40 Z 1.793 %1Q0 45 M41 X 12.422 12.422 0 010100 6M41 Z 7.172 7.172 0 %100 47 M42 X 3.106 3.106 0 %100 48 M42 Z 1 1.793 J 1.793 0 %100 449 MI 39 x 12.436 12,436 010100 50 M139 Z 7.18_ 7.18 010100 51 M140 X 12.434 12,434 0 %100 2 M140 Z 7.179 7.179 0 010100 5 M141 x 3.689 3.689 0 %100 54 M141 Z 2.13 2.13 0 x/0100 X55 MI 54 X 2.207 2.207 0 %100 6 M1 54 Z 7 1.274 0 010100 57 M1 55 x 2.207 2.207 0 010100 58 M1 55 Z 1.2=74 1.274 0 0 0100 59 M156 I X 8.828 8.828 0 %100 60 M156 Z 5.097 5.097 0 010100 61 M 157 x 2.743 2.743 0 %100 62 M157 Z 1.5 4 1.584 0 010100 63 M158 X 2.743 2.743 0 010100 4 M1 58 Z 1.584 1.584 0 010100 65 M1 59 x 10.974 10.974 0 %100 -66-A M159 Z 6-336 6.336 0 x/0100 67 MP4A x 8.828 8.828 0 %100 68 _ M 4A Z 5.097 5.097 0 ° 100 69 MP4B X 8.828 8.828 0 %100 70 M P4 B Z 5.097 5.097 0 %100 71 MP4C x 8.828 8.828 0 010100 72 MP4C Z 5.097 5.097 0 0 1 73 MP3B X 8.828 8.828 0 010100 74 MP3B Z 5.097 5.097 0 %100 75 MP3C x 8.828 8.828 0 010100 76 MP3C Z 5.097 5.027 0 %1-00 77 MP3A X 8.828 8.828 0 %100 78 MP3A Z 5.097 5.097 0 00100 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...1...1...1Analysis1144803-VZW MT LO_H.r3d] Page 77 Company Network Building+Consulting June 24,2022 Designer : Rachel Huang,P.E. 5:40 PM IIIRISAJob Number : Project#: 10150854 Checked By: ,r, '.,!�.t.�::►# �I d`�t Madel Name : 144803-VZW MT-LC-H !Member Distributed Loads (BLC 45 : Structure W 120 De Continued Member Leel Direction Start Ma nitu e RA-End Ma ni ud b1 ... tar!Loc tion % End a #i n- IE MP2A _ 8.82$ 8.$2$ %100 2A .097 5 7 % $1 MP2C X 8,8288.828 0 %100 5.097 5 097 0 %100 83 MP2B X 8,828 8,828 0 %100 84 MP2B z 5.097 5.097 0 ° 10 85 MP1 A X $.828 8.82$ Q %100 86 MIP1A z 5.097 5.097 0 %100 87 MP1 C x 8.528 8.828 0 %100 88 MP1 C Z 5.097 0 YAIQO 89 MP1 B X 8.828 8.828 0 %100 90 MP1B Z _507 5.097 0 %1QO 91 OVPM P X 8.828 8.828 0 %100 92 OVPMP Z 5,097 5.097 0 %100 93 M1 18 X 16.726 16.726 0 %100 94 M1 18 Z 5 9.65 °0100 95 M119 X 16.726 16,726 0 %100 96 M1 19 Z 9-657 9.657 0 %100 97 M120 X 16.726 16.726 0 %4100 $ M120 Z 9.65 - 7 0 %100 99 M1 21 X 16.726 16.726 0 %100 100 M1 21 Z _ 7 9.657 0 %100 101 M122 X 0 0 0 %100 102 M122 z 0 0 0 %100 103 M123 X0 0 0 %100 104 M123 Z - _ 0 0 0 %100 105 M124 X 5.575 5.575 0 %100 106 M1 24 Z 3.219 3.219 0 %100 107 M125 X 5,575 5.575 0 %100 108 M125 Z 3.219 3.219 %100 109 M129 X 5.575 55.575 0 %1 QQ 110 M129 Z 3.219 3.219 0 °0100 111 M130 X 5.575 5.575 0 %100 112 M1 30 3.219 3.219 0 %100 113 M133 X 22.302 22.302 0 %100 114 M1 3 12.876 12,876 0 %100 115 M1 34 X 22.302 22.302 0 %100 116 M1 34 Z 12.876 12.876 0 %100 1171 M136 X 5.575 5.575 0 %100 118 M136 Z 3.219 3.219 0 %100 119 M137 X 5.575 5.575 0 %100 120 M1 37 Z 3.219 3.219 0 %100 121 M1 31 X 5.444 5.444 0 %100 122 M1 31 z 3.143 3.143 i3 %100 123 M132 K 5.709 5.709 0 %100 124 M1 32 Z 3.296 3.296 0 %100 125 M146 x 22.302 22.302 0 %100 126 M146 Z 12.876 12.876 0 %100 127 M147 X 22.302 22M2 0 %100 128 M147 Z 2.876 12.876 0 °/1 Member Distributed Loads (BLC 46 : Structure Wo 1750 Deg Member Label Dior in Aprt Ma ni ude[IbIft...E rid Ma nitude Ibf .. Start Locafionfttol End Location f% 1 M1 x 0 0 0 %o100 2 M1 Z 0 0 0 %100 3 M2 x 0 r 0 0 %100 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...\..A...IAnalysis1144803-VZW MT LO_H.r3d] Page 78 Company Network Building+Consulting June 24,2022 IIIRISA Designer Rachel Huang,P.E. 5:40 PM ,fob Number Project#: 10150854 Checked By: _ I. _ Model Name 144803-VZW_MT LC-H Member Distributed Loads (BLC 46 : Structure Wo--(750 Dead (Continued Member Label Direction Mark a nitude lb tt.,.End a ni u e 'ft L c tion ft�� End Location ftM 4 2 Z 0 0 0 ° 1 QQ M7 x 5.365 5.365 0 100 6 M7 Z 9. 2 0 % 00 M x 5. 5.365 0 %100 8 M8 Z 9.292 9.2 0 °10100 9 Mil X 7.638 7.638 0 %100 1 z 13.229 13.22 %100 1 M12 X 0 0 0 %100 12 M12 z 0 0 0 %100 1 M13 X 0 Q 0 %100 0 %100 15 M14 X 9.657 9-657 0 %100 16 M1.4 Z 16.726 16.726 0 yaloo 17 M15 X 9.657 9,657 0 %100 18 M15 z 16.726 16.726 0 °l 100 19 M20 X 5.365 5.365 Q %100 20 M20 Z 9.292 9.292 0 °10100 21 M21 X 0 0 0 %100 22 M21 Z 0 0 0 °1100 2 M24 X 1.909 1.909 %100 24 M24 z 3.307 3.307 0 %100 25 M25 X 4.94 4.94 0 %100 6 M25 Z _556 8.556 0 °1100 27 M26 X 4.941 4.941 0 %100 28 M26 Z 8.558 8.55$ 0 %100 29 M27 X 9.657 9.657 0 %100 30 M27 Z 16.726 16.726 0 %100 31 M28 X 9.657 9.657 0 %100 321 M28 Z 16.726 16.726 0 %100 33 M33 X Q 0 0 %10 34 M33 Z 0 0 0 %100 35 M34 X 5.364 5.364 Q %100 -36 M34 Z 9.29 9.29 0 %100 37 M37 X 1.909 1.909 0 %100 8 LA37 Z 3.307 3.307 r 0 %100 39 M38 X 4.94 4.94 0 %100 40 M38 Z 8.557 8.55 0 %100 _41 M39 X 4.941 4.941 0 %100 42 M39 Z 8.558 8.558 0 °x°100 43 M40 X 0 0 0 %100 441 M4 Z 0 0 0 %100 45 f M41 x 5.379 5.379 0 %100 461 M41 Z 9.317 9.317 0 %100 47 M42 X 5.379 5.379 0 %100 48 M42 Z 1 9.317 9,317 0 %100 49 M1 39 X 8.863 8.863 0 %100 50 M1 39 15.351 15.351 Q %100 1 M140 X 3.812 3.812 0 %100 52 M140 z 6.602 &602 0 %100 53 M141 X 3.813 3.813 _ 0 %100 4 M141 z 6.6056.605 0 %100 55 M1 54 X 3.823 3.823 0 %100 56 M1 54 Z 6.621 6.621 0 %100 57 M1 55 X 0 0 0 %100 58 M1 55 Z 0 0 0 %100 59 M156 X 3.823 1823 0 %100 60 M1 56 Z 6.621 6.621 0 %100 RISA 3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...1...1...IAnalysis1144803-VZW MT LO_H.r3d] Page 79 Company : Network Building+Consulting June 24,2022 IIIRISA Designer : Rachel Huang,P.E. 5:40 PM Job Number Project#: 10150854 Checked By: , ;T c: lwj� Model Name 144803-VZW MT LO_H .Member Distributed Loads (BLC 46 : Structure Wo-050 De Continued Member L bel Direo ion Start Ma nitude Ibff#...End Magnitujglbl Stag LocationAW End Le tin �I 61 MI 57 X 0 0 0 1 %100 62 MI-57 z 0 0 0 %10 63 M1 58 9 4.752 4.752 0 %10Q 64 M158 z 8.23 8.23 0 %100 65 M159 X 4.752 4,752 0 %100 M1 59 Z ,2 Q °l 100 67 M P4A x 5.097 5.097 0 %100 8 MP4A z &828 $.828 0 %100 69 M P4 B X 5,097 5.097 Q %100 7Q MP4B Z -8,828- 0 °01 QQ 71 I MP4C X 5.097 5.097 0 %100 _ 72 MPC Z 8.$2$ _ 0 %10Q 73 MP3B X 5,097 5.097 0 %100 74 MP B Z 8.828 8.828 0 %100 75 MP3C X 5.097 5.097 Q %100 MP3G Z $.$2$ .82 0 °01 00 77 MP3A X 5.027 5.097 0 %100 78 MP3A Z $.828 8.828 0 ° 1Q 79 MP2A X 5.097 5.097_ 0 %100 MP2-A Z 8.82$ 8.828 0 ° 1 81 MP2G X 5.097 5.097 0 %100 MP2C Z 8.828 B-828 0 ° 83 MP2B X 5.097 5.097 0 °1x100 84 MP2B Z 8.$2 8.828 0 °x100 85 MPI A X 5.097 5.097 0 %100 $8 M P 1 A Z 8-828 _ 8.828 0 %100 87 M P 1 C X 5.097 5.097 0 %100 88 MPI G Z $.828 8.828 0 %100 89 M P 1 B X 5.097 5.097 0 %100 90- MP1 B Z 8.828 8,828 0 %100 91 OVPMP X 5.097 5.097 0 %100 92 OVPMP _ Z _U28 8.828 Q %100 93 M1 18 X 3.219 3.219 0 %100 94 M118 Z 7 5,575 5.575 0 Y21 00 95 M1 19 X _ 3.219 3.219 0 %100 96 M1 19 Z --5.575 5.575 0 %100 97 M1 20 X 12.876 12.876 0 %100 8 M120 Z 22-3-02 22.302 0 %100 99 M121 X 12.876 12.876 0 %100 100 M121 Z 22.302 22.302 0 - %100 101 M122 1 X 3.219 3.219 0 %100 102 M122 Z 5. 78 5.575 0 %100 103 M123 X 3.219 3.219 0 %100 104 M123 Z 5.575- 5.575 0 %100 105 M1 24 X 9.657 9.657 0 %100 106 M124 Z 16.72 16.726 0 %100 107 M125 X 9.657 9.657 0 %100 M125 Z 16,726 1 0 Y2100 109 M129 X 0 0 0 %100 11 M129 Z 0 0 0 %A00 111 M130 X _ 0 0 0 %100 12 , 130 Z 0 0 0 %100 0 113 M133 X 9.657 9.657 0 %100 114M-1133 Z 16,726 16.726 0 %100 115 M1 34 X 9.657 9.657 0 %100 116 , M1 34 Z 16.726 _ 16.726 0 %100 1171 M136 X 9.657 9.657 0 %100 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...I...1...I...IAnalysis1144803-VZW MT LO-H.r3d] Page 80 Company Network Building+Consulting June 24,2022 Designer Rachel Huang,P.E. 5:40 PM IIIRISAJob Number Project#: 10150854 Checked By: Model Name 144803-VZW MT_L4_H Member Distributed Loads (BLC 46 : Structure Wo 150 Dec)) ntf ued Member Label Direction Start Ma nitude lb/ ...End Ma nitude lh/ft... Start Locatio-nMAI End Location f% 1 $ !111136 z 16-726 16,726 0 %1 1 37 X 9.65 -9-657 0 100 12MI.37 z 16.726 16.7 0 %100 1 MI31 x .00Q60202 0 ° 10 0 122 M1 31 Z --0-01 .001 0 °01 0 71 123 M1 32 X 00611 .00061 0 %100 124 MI 32 Z .001 01 0 %100 125 M146 X .657 9.657 0 %100 126 , M146 Z 16.726 16.72Q Y2100 1271 M147 X 9.657 9.657 0 %100 128 M147 Z 16.726 16,7260 ° 0 Member Distributed Loads C 47 : Structure Wo 180 De Member Label Direction Sts rt M nitude lblft....End Ma nitude Ib/ft.., Mart Loca#ia % End Location ft Yp 1 M1 X 0 0 0 °/010 -Q-- 2 M1 Z 6,438 6.438 0 %100 3 M2 X 0 0 0 Y0100 4 M2 Z 6,438 6.438 01 %100 5 M7 X 0 0 0 5/100 6 M7 Z 3.577 3.577 0 %100 7 M8 X 0 0 0 %100 8 M8 z 14.307 14.307 0 %100 9 M11 X 0 0 0 %100 10 Mil Z 11.456 11.45 0 %100 11 M12 X 0 _ 0 0 _ %100 12 M12 Z 3.293 3.293 0 %1.00 13 M13 X 0 0 0 %100 14 1 M13 z 3.294 3,294 0 1/01LOOL 15 M14 X 0 0 0 %100 16 M14 z 6.438 6.43 0 %100 17 M15 X 0 0 0 %100 18 15 Z 6.438 6.438 0 0/0100 19 M20 X 0 0 0 %100 20 M20 Z 14.307 14. 07 0 °l01 0 21 M21 X 0 0 0 %100 22 ! M21 Z 3.577 3.577 0 %100 M24 X 0 0 0 %100 24 I M24 Z 11.456 11.4 0 %100 0 25 M25 X 0 0 0 %100 26 .u,- _, Z 3.293 3.293 0 °-0100 27 M26 X 0 0 0 %100 28 MZ6 Z 3.294 3.294 0 %100 29 M27 X - 0 0 0 %100 ' 30 I 1127 Z 25.752 25.752 0 %100 31 M28 =x 0 0 0 I %100 32 M28 Z 25.752 25,752 0 %100 33 M33 X 0 0 0 %100 34 M33 z 3.579 3.579 0 %100 35 M34 X 0 0 0 %100 36 M34 Z 3.574 3.574 0 %100 37 M37 X 0 0 0 %100 38 M37 Z 0 0 0 %100 39 M38 X 0 0 0 %100 40 M38 Z 13.174 _ 13,174 0 %100 41 M39 X 0 0 0 %100 42 M39 Z 13.175 13.17 0 %100 RISA-3D Version 17.0.4 [1...1...1...\..A... ...\Analysis\144803-VZW MT^LO_H.r3d] Page 81 Company : Network Building+Consulting June 24,2022 Designer Rachel Huang,P.E. 5:40 PM IIIRISAJob lumber Project#: 10150854 Checked By: Model Name : 144803-VZW MT LQ_H Member Distributed Loads (BLC 47: Structure Wo (180 Deqll Continued) Member Label pketcefi _0 -StgLMW nito ce Wk._End M aa nitudellb/ft... Sart Locationfk-0/01 End Location .%I- 43 M4Q X 0 0 0 %100 4 40 Z 3.586 0 %100 4 M41 X 0 0 0 %100 0 46 M41 Z 3,586 E 3.586 0 %100 47 M42 X 0 0 0 %100 48 42 z 14.344 14,344 0 %100 49 M1 39 X 0 0 0 %100 50 M1 39 z 14.36 14,36 0 %1 QO 51 M140 X 0 0 0 %100 52 M140 z 4.259 4.29 0 ° 1 53 M141 X 0 0 0 %100 4 M141 z 14.361 14.36. 1 0 %100 55 MI 54 X 0 0 0 %100 6 X11154 z 10-193 10.193 0 %100 0 57 M155 X 0 0 0 %100 M 155 2.548 2.548 0 -%100 1 59 M156 C X 0 0 0 %100 0 M156 z 2.548 2.548 0 %100 61 M157 X 0 0 0 %100 657 z3.1 8 .168 0 %100 63 MI 58 X 0 0 0 %100 6M1,58 z 12.671 12.671 0 %100 65 M1 59 X 0 0 0 %100 M1 59 z 3.168 1168 0 %100 67 M P4A X 0 0 0 %100 68 M P4A► z 10.193_ 10.193 0 %100 69 MP4B X 0 - Q 0 %100 70 MP4B z 10.193 10.193 0 %100 71 MP4C X 0 0 0 %100 72 MP4C z 10.193 10.193 %104 73 MP3B X 0 0 _ 0 °1Q100 74 MP3B Z 10.193 10.193 0 %100 75 MP3C X 0 0 0 %100 76 MP3C z 10.193 10.193 %100 77 MP3A X 0 0 0 %100 78 MPA z 10.193 10.193 0 %100 79 MP2A X 0 0 0 %100 80 M P2A z 10.193 10.193 0 %100 81 MP2C X 0 0 0 %100 2 MP2C z 10.193 10.193 0 %x100 83 MP2B X 0 0 0 %100 84 MP2B z 10.193 10.193 0 %100 85 MPI A X 0 0 0 %x100 86 MP1 A z 10.193 10.193 0 ° 100 87 MP1 C X 0 0 0 %100 MP I C z 10.193 10.193 0 %100 89 MP1 B X 0 0 0 %100 0 MP1 B z 10.123 10.193 0 %100 91 OVPMP X 0 0 0 %100 92 O P z 10.193 10.193 0 %1 0-0 93 M118 X 0 0 0 %100 1 18 z 0 0 0 ° 1 95 M1 19 X 0 0 0 %100 96 M119 z 0 0 0 97 M120 X 0 0 0 %100 98 M120 z 19.314 19.314 0 %100 99 M121 X 0 0 0 %100 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...I...1...IAnalysis1144803-VZW MT LC_H.r3d] Page 82 Company : Network Building+Consulting June 24,2022 Designer : Rachel Huang,P.E. 5:40 PM IIIRISAJob dumber Project#: 10150854 Checked By: _ . ,11, Model Name 144803-VZW MT L4_H Member Distributed Loads BLD 47: Structure Wo 180 De Continued Member Label- l ire0icn Start Ma ni Ib .End Ma nitude lbfft.,. Mart LocationIft.%I End Location f#% M121 Z 19.314 19-314 0 %100 101 M122 X TQ 0 0 %100- 102 M122 Z 19-314 19.3 %100 03 M123 x 0 %100 104 M123 z 1 19.314 19-314 %100 1 M124 X 0 0 0 %100 106 nn 24 .7 2 25.752 %100 147 M125 X 0 0 0 %100 1081 M125 Z 25.352 25.752 0 %100 109 M1291 0 0 0 %100 110 Ml 29 Z 6.438 6.438_ 0 %100 111 I W30 x 0 0 0 %100 112 M130 Z 6.438-- 6.438 0 ° 1 - . 113 M133 X 0 0 0 %100 1141 Ml 33 Z 6.438 6.438 0 %100 115 M134 0 0 0 %100 1 6 M1 4 Z 6-438 6.438 0 °I 1 1'�7 M136 x 0 0 0 %100 8 Ml 36 Z 25.752 25.752 0 %1-00 119 Ml 37 X 0 0 0 %100 120 M137 Z 25.752 25.752 0 %100 121 M131 X 0 0 0 Y9.100 122 Ml 31 Z 6.5 6.591 0 %100 123 Ml 32 X 0 0 0 %100 124 M132 Z 6,285 6.285 0 %100 125 M146 X 0 0 0 %100 126 M146 Z 6.438 6.438 0 %100 127 M147 X 0 0 0 %100 128 M147 Z 6.438 6.438 0 %100 Member Distributed Loads (BLC 48 : Structure Wo (210 Deer)) Member abd Direction Start Ma i ud ib/'t... itudeRb/ft.... L-nraf!nnfft,%1 End LocatmIMN 1 M1 X -9.657 -9.657 0 °I 1 0 2 M1 Z 16.726 16.726 0 %100 3 M2 X -9.657 -9,657 0 %100 4 M2 Z 16.726 16.726 0 0 5 M7 X 0 0 0 %100 6 M7 Z 0 0 0 %1-00 7 M8 x -5.365 -5.365 0 %100 M8 Z-4 9.292 9.292 0 %100 9 M1.1 X -1.909 -1.909 0 %100 10 mil. Z 3.307 3.307 0 °0100 11 M12 X -4.94 -4.94 0 %100 12 M12 Z 8.557 a.557 0 %100 M13 X -4.941 -4.941 0 %100 14 M13 Z 8.558 8.558 0 %100 15 M14 X 0 0 0 %100 16 M14 Z 0 0 0 %100 17 M15 X 0 0 0 %100 18 M15 Z 0 0_ 0 %100 19 M20 X -5.365 -5.365 0 %100 20 M20 Z 9.292 9.292 0 %100 21 M21 X -5.365 -5.365 0 %100 22 M21 Z 9.293 9.2,93 0 %100 23 M24 X -7.638 -7.638 0 %100 24 M24 Z 13.229 13,229 0 /0100 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...I...I...I...1...IAnalysis1144803-VZW MT LO_H.rad] Page 83 Company Network Building+Consulting June 24,2022 111RISA Designer Rachel Huang,P.E. 5:40 PM Job Number Project M 10150854 Checked By: . Mo-del Name 144803-VZW MT LOTH Member Distributed Loads (BLC 48 : Structure Wo 1210 Deg)) (Continued) Member Label Direction Start Ma niude Ib1 ...Ed Ma ritude!Oft.- B rt L. anI End Location[ftAll 5 0 0 %10 26 M25 Z 0 0 0 %100 77 M26 X 0 _ 0 %100 M20 Z 0 0 %100 2.9 M27 X -9.657 -9.657 Q %100 7 z 16,726 15.72 0 ° 1 I M28 X -9.Q57 -9.657 0 °1010 16-726 16,726 0 %100 33 M33 x -5.366 -5,366 0 --%100 34 M3 %100 35 M34 x 0 0 0 %100- 36 M34 Z 0 0 0 %100 7 M37 x -1.909 -1.909 0 %100 38 M37 Z 3.307 3.307 _ 0 %100 39 M38 X -4.94 -4.94 0 %1-00- 40 1QO40 M38 Z 8.557 $.557 0 %100 41 _ M39 X -4.941 -4.941 0 %100 1 42 M39 Z $.55$ 8.558 0 %100 43 M40 x -5.379 -5.379 0 %100 44 M40 Z R,317 0 M91 00 45 M41 X 0 0 0 %100 46 M41 Z 0 0 0 %100 47 M42 X -5.379 -5.379 0 %100. 48 _ M42 Z 7 9.317 0 %100 a 49 M139 X -3,814 -3.814 0 l°1 QQ 50 M1 39 Z 6.606 6.606 0 %100 51 M140 X -3.815 -3.815 0 %100 52 M140 Z 6.608 6.608 0 %100 53 M141 X -8.864 -8.864 0 %100 . 54 M141 z 15.354 15.354 0 %100 55 M154 X -3.823 -3,823 0 %100 56 M154 z 6.621 6.621 0 %T00 57 M1 55 X -3-823 -3.823 0 %100 MI-5MI-5 Z_ 6.621 6.621 0 %100 59 M156 X 0 0 I 0 %100 60 156 z 0 0 0 %100 61 M1 57 X -4.752 -4.752 Q %100 62 1 57 z 8.23 8.23 0 %1-0-0. 63 M158 X -4.752 -4,752 0 %100 64 M158 Z 8.23 _ 8.23 0 %100 65 M159 X 0 0 0 %100 -66 159 Z 0 0 _ 0 %100 67 MP4A X -5.097 -5.097 0 %100 6$ M P4A Z 8.828 8.828 0 %100 69 M P4 B X -5.097 -5.097 0 °1100 70 MP4B Z 8.828 8.$28 0 %100 71 M P4 C X -5.097 -5.097 0 %100 72 MP4C Z ,8 .$2 0 °/x100 73 _MP3B x -5.097 -5.097 0 %100 74 MP3B Z 87828 .828 0 %100 75 MP3C X -5.097 -5.097 0 %100 76 MP3C Z $.$2$ 8.828 0 %100 77 M P 3A X -5.097 -5.097 0 %100 7$ MP3A Z $.$2$ $28 %100 79 MP2A X -5.097 -5.097 Q -0/0-1-00 0 M P2A Z 8.828 8.828 0 %100 1 MP2C X -5.097 -5.097 0 %100 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...1...1...lAna[ysis1144803-VZW MT LO_H.r3d] Page 84 Company : Network Building+Consulting June 24,2022 Designer : Rachel Huang,P.E. 5:40 PM IIIRISAJob Number : Project#: 10150854 Checked By: a - .. Model Name 144803-VZW MT LO_H Member Distributed Loads (BLC 48 : Structure W (210 Deer)) (Continued) Member Label Direction Stmt Ma nitu{d [bWft---End M g nftud lb/ft... 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Start LocatjQnfft,L/oI End Lorafion ft% 7 M8 X -3.097 -3,097 Q %100 8 M8 Z - 1.788 1.7 0 ° -MI 1 X 0 0 0 %100 10 M11 Z 0 %100 11 M12 X -11.409 -11.409 0 %100 100 12 M12 Z 6.587 6,587 Q °010 13 M13 X -11.4 -11.41 0 °/1 0 14 M13 1 Z 6.588 6 %100 15 M14 X -5.575 75 0 %0100 M14 z 3.219 3.2 °°100 17 L M15 X -5.575 -5.575 0 %100 18 " M15 Z 3.219 3.219 0 %100 19 I M20 I X -3.097 -3,097 0 %100 20 M20 Z 1.7-88 1.788 0 %100 21 M21 X -12.39 -12.39 0 %100- 22 m _ z 7.153 7.153 °/100 23M24 X -9.922 -9.922 0 %Q100 24 .. M24 Z 5.728 5.728 0 %100 25 M25 X -2.852 I -2.852 0 %100 M25 z 1.647 1.647 0 100 27 M26 X -2.853 1 -2.853 0 %100 28 _ M26 z 1.647 1,647 %100 29 M27 X -5.575 -5.575 0 %100 30 M27 Z 3.219 3.21 %100 31 M28 X -5.575 -5.575 0 %100 2 _M28 Z 3.219 3,219 0 %100 33 M33 X -12.39 I -12.39 Q %100 34 M33 Z 7.153 7.15 0 %100 35 M34 X -3.1 -3.1 0 %100 6 IM34 Z 1189 1.789 0 %100 37 M37 X -9,92-2 -9.922 0 %100 8 M37 Z 5.728 5.728 0 %100 39 M38 X -2.852 -2.852 0 %100 40 M38 Z 1,647 1.647 0 %100 41 M39 X -2.853 I -2.853 0 %100 42 M39 Z 1.647 1.647 0 %100 43 M40 X -12.422 1 -12.422 0 %100 44 M40 Z 7,172 7.172 0 %100 45 M41 X -3.106 -3.106 0 %100 46 M41 Z 1.793 I 1.79 0 %100 47 M42 X -3.1 Q6 -3.106 0 %100 48 M42 Z 1.793 1.793 0 %100 49 MI 39 X -3.692 -3.692 Q %100 50 M1 3 Z 2.131 2.131 0 %100 51 M140 X -12.44 -12.44 0 %100 2 M14Q Z 7.183 7.183 0 %100 53 M141 X -12.437 -12.437 0 %100 54 14 7.181 7.181 0 %100 55 M1 54 X -2.207 -2.207 0 %100 56 M!54 Z 1.2.74 1.274 1 0 %100 7 M155 X -8,828 -8.828 0 %140 58 M155 z 5.097 5.097 0 %100 59 M156 X -2.207 -2.207 0 %100 60 M1 50 Z 1.274 1.274 Q %100 61 M157 X -10.974 -10.974 0 %100 62 M1 57 Z 6.336 6.336 0 %100 63 M158 X -2.743 -2.74 0 %100 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...I...1...IAnalysis1144803-VZW MT LO_H.r3d] Page 86 Company Network Building+Consulting June 24,2022 IIIRISA Designer Rachel Huang,P.E. 5:40 PM Job Number = Project#: 10150854 Checked By: INEMETSCHEK COMPANY Model Name 144803-VZWW MT_LC-H ember Distributed Loads (BLOC 49 : Structure Wo (240 Deer)) Montinued) Mem`erLabel Direction Start Ma nitudeflb/#t...End Ma nitude lbIfl... rt Locationfftg°/O End Location % 64 Ml 58 Z 1. 4 0 T %100 65 M1,59 x -2,743 -2.743 0 %100 M159 Z 1,584 1, 210i 7 MP4A x -8.828 -8.828 0 %100 M 4A Z 5.097 5.097 0 %100 69 MP4B X -8.82 -8.828 0 %-1-00 5.097 5.097 0 %100 71 MP4C X -8.828 -8.828 0 %100 72 MP4C z 5.097 5.097 0 %100 7 MP3B X -8.828 -8.828 0 %10 74 MP3B z 5.097 5.097 0 %100 75 MP3C X S -8.828 -8,828 0 %100 76 MP3C 5.097 0 %100 77 MP3A K --8.828 -8.828 0 %100 78 MP3A Z 5.097 5.097 0 %100 0 79 MP2A X -8.828 -8.828 0 %100 80 MP2A Z 5.097 5.097 0 %100 81 MP2C K -8.828 -8.828 0 %100 82 MP2C Z 5.097 5.097 0 %100 83 MP2B X -8.828 -8,828 0 %100 84 MP2B Z 5.097 5.097 0 %10Q 85 M P 1 A X -8.828 -8.828 0 %100 86 M P 1 A z 53097 5.097 0 %100 87 MP 1 C X -8.828 -8.828 0 %100 88 MP1 C z 5.097 5.097 0 °LIQ100 _ 89 M P 1 B X -8.828 -8.828 0 %100 90 M P 1 B Z 5.097 5.097 0 %100 91 OVPMP X -8.828 -8.828 0 %100 92 VPM P Z 5.097 5.097 0 %100 93 MI 18 x -16.726 -16.726 0 %100 94 .-M118 Z 9.657 9.657 0 %100 95 M119 X -16.72 -16.726 0 %100 96 MI-19 MI-19 Z 9.657 9.657 0 %100 97M120 X 0 0 0 %100 98 Ml-20 Z 0 0 0 %100 9M 121 X 0 0 0 %100 10 121 Z 0 0 0 %100 101 M122 X -16.726 -16.726 0 %100 102 Ml 22 Z 9.657 9.657 0 %100 103 M123 x -16.726 -16-726 0 °10100 104 MM Z 9.657 9.657 0 %100 105 M124 X -5.575 -5.575 0 0W-00 106 M124 Z 3.219 3.219 0 %100 107 M125 x -5.575 -5.575 0 %100 108 5 Z 3.219 3.219 0 %100 109 M129 X -22.302 -22.302 0 %100 1 01 Ml 29 12.876 12.876 0 %100 111 Ml 30 X -22.302 -22.302 . 0 %°100 112 M130 12.876 12.876 1 %100 1131 MI 33 X -5.575 1 -5.575 0 %100 114 M133 z 3.219 3.219 0 %100 115 Ml 34 X -5.575 -5.575 0 %100 116 M134 Z 3,219 3.219 0 %100 117 Ml 36 X -5.575 -5.575 0 %100 118 M136 Z 3.219 3.219 0 %100 119 MI 37 X -5,575 -5.575 0 %100 120 Ml 37 Z 3.219 3.219 0 %100 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...1...1...1Analysis1144803-VZW MT LO_H.r3d] Page 87 Company Network Building+Consulting June 24,2022 IIIRISA Designer Rachel Huang,P.E. 5:40 PM Job Number Project#:10150854 Checked By: •:,, _ Model Name 144803-VZW MT_LO_H Member Distributed Loads BL : Structure We (240 De-q)) (Continued) Meru f Dir ion Start Magnitude lbli�...End M nitude lb/ft-,. Start Loca for ft% End Low fon ft% 1.21 M131 x -22.301 - 0 %100 1 1 75 12.875 1 0 ° 123 . M132 x -22.301 -22n301 0 %100 124 M1 32 12.875 12.875 0 %100 125 -M.1.46 x -5.575 -5.575 0 %100 126 , M146 Z3.219 %i 00 1271 M147 x -5.575 -5.575 0 %10Q 1281 M147 Z 121-9- 31.212 %100 Member Distributed Loads BLC 50 : Structure Wo 270 De Member r L bel Direction Start M 'u e i Ift---End Ma n' c tb .. 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MT-LC_H Member Distributed Loads (BLC 52 : Structure Wo (330 Deer)) (Continued) Member Label Direction Start Ma ni# a Iblk._Er Ma ni d 1 . t:€ #icy �a Ego Locat-on[ftAl 1 M11 Z -13-229 -13.22. %100 11 M12 X 0 I 0 0 %100 0 %.1-00 13 M13 X 0 0 0 %x100 14 M13 Z 0 0 0 %100 15 M14 X -9.657 -9.657 0 %4100 1 M14 Z -16.72 -16,725 0 %100 17 M15 X -9.657 -9.657 0 %100 18 M15 Z -16.7 6 -1-6.,72-6.- °/10 0 19 M20 X -5.365 -5.365 0 %100 20 M20 Z -9.292 -9,292 0 %100 21 1 M21 X 0 0 0 %100 22 1 M21 Z 0 0 %100 0 23T M24 X -1.909 -1.909 0 %100 24 M24 Z -3.307 -3.307 0 %100 25 M25 X -4.94 ! -4.94 0 %100 26 M25 Z -8. 56 -8,556 0 %100 27 M26 X -4.941 -4,941 0 %100 28 M26 Z -8.558 -8.558 0 %4100 29 M27 X -9.657 -9.657 0 %100 30 M27 Z -16.726 -16.726 0 %100 31 M28 X -9.657 -9.657 0 %100 32 M28 Z -16.726 -16.726 0 °0100 33 M33 X 0 0 0 %Q100 34 M33 z 0 0 %100 35 M34 X -5.354 -5.364 0 %100 36 M34 Z -9.29 -9.29 0 %100 37 M37 X -1.909 -1.909 0 %100 38 M37 Z -3.307 -3.307 0 %100 9 M38 X -4.94 -4.94 0 %100 40 M38 Z -8.557 -8,557 0 %100 41 M39 X -4.941 -4941 0 %100 42 M39 Z -8.558 -8.558 0 %100 43 M40 X 0 0 0 %100 44 M40 Z 0 0 0 %100 45 M41 _ _X -5.379 -5.379 0 %100 46 M41 Z -9.317 -9,317 0 %100 47 M42 X -5.379 -5.379 0 %100 48 M42 Z -9.317 -9.317 0 %100 49 M139 _ X -8.863 -8.863 0 %100 5 M139 Z -15.35 -15.351 0 %100 51 M140 X -3.812 -1812 0 %100 52 M140 Z -6.602 -6.602 0 %100 53 M141 X -3.813 -3.813 0 %100 54 M141 Z -6.605 -6.605 0 %100 M154 X -3.823 -3.823 0 %100 6 M1 54 Z -6.621 -6.621 0 %100 57 M1 55 X 0 0 0 %100 58 M155 Z 0 0 %100 59 M1 56 X -3.823 -3.823 0 %100 60 M1 56 Z -6.621 -6.621 %100 61 M1 57 X 0 0 0 %100 62 M1 57 Z 0 0 0 %100 63 M158 X -4-T52 -4.752 0 %100 64 M1 58 Z -8.23 -8.23 0 %100 65 M159 X -4.752 -4.752 0 %100 66 M159 Z -8.23 -8.23 0 %100 RI7-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...I...I...IAnalysis1144803-VZW MT LO_H.r3d] Page 93 Company Network Building+Consulting June 24,2022 IIIRISA Designer = Rachel Huang,P.E. 5:40 PM Job Number Project#: 10150854 Checked By: Model Name 144803-VZW MT-LO_H Member Distributed Loads (BLC 52 : Structure Wo 330 De Continued Member Label I Directi Stere lie ni ude I 1 ...E a rti' a ib/f... 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L€�gatipn ft%l�, End Location ft% 24 z -4.774 -4.774 0 %100 107 M125 x 0 0 0 %100 08 . 1 -4.774 -4.7 0 %100 109 M129 x 0 %100 11O__ M12 -1.1 -1.193 0 %100 111 M1 30 x Q 0 0 %100 112 M1 30 Z 71. -1,193 Q %100 113 M1 33 x 0 0 0 %100 . 114 M1 3 Z -1.'19 - %1 0 1 '! 4 x 0 0 %100_ 1 M1 34 Z _1193 -1,193 0 %10 117 _M136 x 0 0 0 %100 118 , M136 Z -4.774 -4-77-4 0 %100 9 I M137 x 0 0 0 %100 120 M1 37 Z -4.774 -4.774 0 %100 121 M131 x 0 0 %100 122 M1 31 Z -1.222 -1.222 0 %100 .123 M1 32 x 0 0 0 %100 124 M132 Z -1.165 -1.165 0 %100 125 M146 x 0 0 0 %100 . 126 M146 Z -1.194 -1-194 0 %100 127 M147 X 0 0 0 %100 1281 M1 47 Z -1.193 0 %100 member Distributed Leads (BL C 54 : Structure Wi (30 Deer)) M'emlie-r e1 Direction- to MagnitudegbIft...End Ma ni ude b art Loc tion Vit.° End Location t ft .%I-- 1 11111 x 1.794 1.794 0 %100 2 MI Z -3.107 -3.107 0 %100 3 M2 X 1.794 1.794 0 %100 4 M2 Z -3.107 -3.107 0 %100 5 M7 x 0 I 0 0 %100 6 M7 Z 0 0 Q► %100 7 M8 X 1.357 1.357 0 %100 8 M8 Z -2..35 -2.35 0 %100 9 Mil x _47 .471 0 %100 10 Mil Z -, 1 -.816 0 0100 11 M12 X 1.191 1.191 0 %100 12 M12 Z -2.063 -2,063 0 %100 13 M13 x 1,191 1,191 0 %100 14 M13 I Z -2.063 -22063 0 °11 go 15 M14 x 0 0 0 °10100 _ 16 M14 Z 0 0 0 °0100 17 M15 x 0 0 0 %100 _18_ M15 Z 0 0 0 %100 19 M20 x 1.357 1.357 0 %100 20 M2 Z -2.35 -2.35 0 %100 21 M21 x 1.357 1.357 0 %100 22 M21 z -2.35 -2.35 0 %100 23 M24 x 1.883 1. %100 4 M24 Z -3.262 -3.262 0 %100 25 M25 x 0 0 0 %100 MZ Z 0 0 Q ° 27 M26 x 0 0 0 °10100 , 28- MZ Z 0 0 0 %100 2 '1 9 M27 x 1,794 .794 0 %100 3b M27 Z -3.107 -3.1.07 0 %100 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...1...1...1Analysis1144803-VZW MT LO_H.r3d] Page 97 Company : Network Building+Consulting June 24,2022 IIIRISA Designer Rachel Huang,P.E. 5:40 PM Job Number : Project* 10150854 Checked By: Madel blame 144803-VZW MT LO H Member Distributed Loads (BLC 54 : Structure Wi (30 De.ci)) (Continued) Member Label Direction StaftMagaft d ---fin Ma nitu I ! -.- Stad Locationft%l End Lccatio ft% M 31 M218 X 1-794 1.794 0 %100- 32 M28 Z -3-107 7 0 !19100 33 M33 x 1.357 1.357 0 %100 34 M33 Z -2. 51 -2,351 0 %100 35 M34 X 0 0 0 %100 36 4 _ Z Q YQ1 00 37 M37 X .471 .471 0 %100 3 M37 Z -,,816 -.816 ° 39 M38 X 1.191 1.191 0 %100 4 - -2.003 0 .%100 41 M39 X 1,191 1.191 0 %1 . 42 M39 - -2.063 0 %100 43 M40 1.398 1.398 1 0 %100 44 Moo Z -2.421 -2.421 0 %100 45 M41 X 0 0 0 %100 46- M41 Z 0 0 0 %100 47 M42 X 1.398 1.398 0 %100 4 M42 z -2.421 -2.421 0 %100 49 M139 X .891 .891 0 %100 MI 39 z - -1.544 0 %100 51 M140 X .891 .891 0 %100 M14.0 z -1,544 -1.544 0 %100 53 M141 X 2.071 2.071 0 %Q 100 4 M1 41 7 -3.587 0 °10100 55 M154 X 1.121 1,121 0 %100 6 -M-1-54 Z -1 -1.942 0 %100 57 M155 X 1.121 1.121 0 %100 58 M1 55z -1.942 -1.942 0 °Y°100 59 M156 _ X 0 0 %100 60 M156 Z 0 0 0 %100 Q 61 M1 57 X 1,101 1.101 0 %100 62 M157 Z -1.906 -1.906 0 0/0100 63 M158 X 1.101 1.101 0 %100 64 M1 58 Z -1.906 -1.906 0 %1.00- 65 65 M159 X 0 0 Q .%100 66 M1 59 Z 0 0 0 %IOQ 67 MP4A X 1.495 I 1.495 0 %100 68 MP4A Z -2.589 -2.589 0 _ %10 69 MP4B X 1.495 1.495 0 %100 70 MP46 Z -2.589 -2.589 0 %100 71 MP4C X 1.495 1.495 0 %4100 72 MP4C Z -2.589_ -2.589 %100 73 MP3B X 1.495 1.4 0 %100 74 MP3B Z -2.589 -2.589 0 %100 75 MP3C X 1,495 1.495 0 °/100 76 MP3C Z -2.589 -2.589 0 %100 77 M P 3A X 1.495 1.495 0 %1.00 . 78 MP -2. -2.589 ! 0 %100 79 MP2A X 1.495 1,495 0 _ °a/o 1 QO . 80 P2A z -2.589 -2.589 0 %100 81 MP2C X 1.495 1.495 0 %100 . 82 P2C $ -2.589 ! 0 %100 83 MP2B X 1.495 1.495 0 0/0100 84 MP2B Z -2,589 -2.589 0 %100 85 MP1A X 1.495 1.495 0 0°100 $6 M P 1 A Z -2.589 -2.589 0 %100 87 M P 1 C X 1.495 1.495 0 %Q 100 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...\..A...IAnalysis1144803-VZW MT_LO_H.r3d] Page 98 Company ; Network Building+Consulting June 24,2022 Designer Rachel Huang,P.E. 5:40 PM IIIRISAJob Number : Project#: 10150854 Checked By: Model Name : 144803-VZW MT LO H Member Distri Company - Network Building+Consulting June 24,2022 IIIRISA Designer Rachel Huang,P.E. 5:40 PM Job Number Project#: 10150854 Checked By: Model Name 144803-VZW MT L4 H ..Member er is trib e d Loads ( L : Structure Wig)) (Continued) Member Label Direction Start a nitude Ib/ft...End ala nitude lbf ... Start LocationEW End Lo tronfft 11a-L. 13 M13 X 2.75.1 .7 %9100 14 M13 Z -1. -1.588 0 -.Y-Q 15 M14 X 1.036 1,036- - Q %100 16 1 M -5 96-1-00 17 M15 X 1.036 1,036 0 %100 8 M15 z - - %100 0 1.9 M20 x .78 .783 0 1 %1-00- 20 0 20 M 0 Z --.4-52 -_4 %100 21 M21 X 3.134 3.134 0 %100 22 M21 Z -1 -1,809 01 %100 23 M24 x 2.447 2.447 0 %100 24 M24 Z -1.413 -1.413 %100 25 M25 .68 0 %100 26 M25 Z -.397 -.397 %100 27 M26 X .688 .688 0 %100 28 M26 Z -.397 -.397 0 %100 29 M27 X 1.036 1.036 0 %100 30 M27 Z -.598 -,598 0 %100 31 M28 X 1.036 1.036 0 %100 32 M28 Z -.598 -.598 0 %109 33 M33 X 3.134 3.134 0 %100 34 M33 Z -1.809 -1.809 0 %100 35 M34 X .784 .784 0 %100 36 M34 Z -.453 3 0 %100 7 M37 X 2.447 2.447 0 %100 38 M37 Z -1.413 -1.413 %100 9 M38 X .688 .688 0 %100 40 M38 Z -.397 -.397 0 %100 41 M39 X .688 .688 0 %100 2 M39 Z -197 -.397 0 %100 43 M40 X 3.228 3.228 0 1%100 44 M40 Z -1,864 -1.864 0 %100 45 M41 X .807 .807 0 %100 46 M41 -W466 -.466 0 %100 47 M42 X .807 .807 0 %.1 QQ 48 M42 - -.46 0 %100 49 M139 X .863 ,863 0 %1 QO 50 M1 39 -_4 -.498 0 %100. 51 M140 X 2.907 2.907 0 %100 52 M140 Z -1.47 -1.67$ 0 %100 53 M141 X 2.906 2,906 0 %100 54 M141 Z -1.67$ -1.678 0 %100 55 M1 54 X .647 .647 0 %1 Q 56 M1 54 Z -.374 -.374 0 %100 57 M1 55 X 2.589 2.589 0 %100 58 M1 55 Z -1.495 -1.495 0 %100 59 M1 56 X .647 ._647 0 %100 60 M1 56 Z -.374 .3740 %100 61 M1 57 X 2.542 2.542 0 %100 62 M1 57 Z -1.467 -1,467 0 %100 63 M158 X .635 .635 0 %100 64 M1 58 Z -.367 -367 -0 010 65 M159 X .63 .635 0 %100 66 M159 Z -.367 -.367 0 %100 67 MP4A X 2.589 2.589 0 %100 68 M P4A Z -1.495 -1.495 0 %100 69 L MP4B X 2.589 2.589 0 %100 RISA-3I3 Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...1...1...IAnalysis1144803-VZW MT LO_H.r3d] Page 100 company : Network Building+Consulting June 24,2022 IIIRISA Designer : Rachel Huang,P.E. 5:40 PM Job Number Project* 10150854 Checked By: .i; •:; � r�r;r4 Madel Name : 144803-VZW MT_LO_H Member Distributed Loac(s KC 55 : Structure Wi 60 Isle Continued Member Label Direction SSA MaM nitu E Ift...Eno I agnitude IbIft... Start Locationfft.%I End Locationft% Z -1.495 -1.495 0 %100 7 MP4C X 2.589 2,589I 0 %10--0 72 MIP4C z -1.45 -1.45 0 %100 7 MP3B x 2.589 2_ 0 % 4 MP3B z -1,495 -1.495 0 %100 75 MP3C x 2.589 2.589 0 %100 6 MP3C z A.495 -1.495 0 %100 77 MP3A x 2.589 2.589 0 %100 7$ 1 MP3A Z A,495 -1,495 0 %100 7-7-9-1M P2A x 2589 2.589 0 °0100 801 MP2A Z -1.495 -1,495 0 °f 81 MP2C X 2.589 2.589 0 %100 82 MP2C Z -1,495 -1 0 %100 83 MP2B X 2.589 2.589 0 %100 4 MP2B Z -1.495 -1. 5 0 %100- - 85 MP 1 A K 2.589 2.589 0 %100 86 MP1A Z -1.495 -1.49 0 %100 MPI C X 2.589 2.589 0 %100 .88 MP1C Z -1.495 -1,495 0 %100 89 MP1 B X 2.589 2.589 0 %100 90 MP1 B Z -1.495 0 %10 91 OVPMP X 2.589 2.589 0 %100 2 OVPMP Z -1.495 -1.495 0 --?/-Q 1 OQ 93 M118 X 3.101 3.101 0 %100 94 M1 18 Z -1 -1.79 0 %100 95 M119 X 3.101 3.101 0 %100 96 M119 Z -1.79 -1.79 0 %100 97 M120 X 0 0 0 %100 98 M120 Z 0 0 0 %100 99 M121 X 0 I 0 0 %100 100 M121 Z 0 0 0 °l 100 101 M122 X 3.101 3.101 0 %100 102 M122 Z -1.79 -1.79 0 %100 103 M123 _ X 3.101 3.101 0 %100 104 M123 Z -1.79 -1.79 0 °Q 10 105 M124 X 1.034 1.034 0 %100 106 M124 Z 7 -.597 0 %100 107 M1 25 X 1.034 1.034 0 %100 108 M125 Z -.597 -.597 0 %100 109 M129 X 4.134 4.134 0 %100 110 M129 Z -2-387 -2.387 0 %100 1 I I MI 30 X 4.134 4.134 0 %100 112 M130 Z -2,387 -2.387 0 1 %100 113 MI 33 X 1.034 1.034 0 I %100 114 M133 Z 7 597 0 %100 115 M1 34 _ X 1.034 1.034 0 -.-%100 1161 M1 34 Z -.597 1,597 0 °0100 117 M1 36 X 1.034 1.034 0 %100 00 118 M136 Z -.597 -.597 0 %1 119 M137 X 1.034 1.034 0 %100 I2 M137 Z -.597 -,597 0 %100 121 M1 31 X 4.134 4.134 0 %100 1 MI 31 Z -2.387 -2-387 0 %100 123 M132 X 4.134 4.134 0 %100 124 M132 Z -2,387 -2.387 0 %100 125 M146 x 1.034 1.034 0 %100 126 M146 Z 7 -.597 0 %100 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...I...I...I...I...I...IAnalysi s1144803-VZW MT LO_H.rad] Page 101 Company : Network Building+Consulting June 24,2022 IIIRISA Designer : Rachel Huang,P.E. 5:40 PM Job Number : Project#: 10150854 Checked By: Madel Name : 144803-VZW MT LO H Member Distributed Loads (BLC 55 : Structure Wi 60 De Continued Me mb r Label Direction Sta rt Mao n itude_[b/ft...E nd M ao n it ud a f IbIft,. Start Logy ti-onM.W End Location ft% 1271 M147 x 1.034 1.034 0 %100 - 1281 M147 Z 7 -.597 0 %100 /Member Distributed Loads (BLC 56 : Structure Wi M Dg)) Mpmt re La' �r ct n earl M t nik a 1b F�..,Bnd lila r iku jJ l.... _Start Location end Loraflianft,%l 1 M1 X 3.588 3.888 0 %100 2 MI Z _ 5100 3 M2 X 3,588 3.588 0 %100 4 M2 Z 0 0 0 %100 7 X 2.714 2.714 0 %100 %100 7 M8 X 0 0 0 %100 8 MS z 0 0 0 %100 9 M11 X. .94.2_ .942 0 %100 10 0 %100 11 M12 x 2.382 2.382 0 %104 12 M12 Z 0 0 0 %10-0- 13 1 013 M 13X 2.382 2.3 2 %100 14 M13 �- Z 0 0 %100 15 M14 X 3.588 3.58$ 0 %104 16 M14 Z 0 0 0 %100 17 M15 x 3.588 3.588 0 %100 18 M15 z 0 0 Q_ %100 1-9 M20 X 0 0 0 %100 2 M20 z 0 0 0 %100 21 M21 X 2.714 2.714 0 %100 . 22 M21 Z 0 0 %100 23 M24 X .942 .942 0 %100 . 24 M24 Z 0 0 0 %100 25 M25 X 2.382 2.382 0 %100 2 M25 Z 0 0 0 %100 27 M26 X 2,383 2.383 0 %100 M26 Z 0 0 0 %100 29 M27 X 0 0 0 %100 0 M27 Z 0 0 %100 _31 M28 X 0 0 0 %100 32 M28 Z 0 0 0 %100 33 M33 x 2.713 2.713 0 %100 4 M33 Z 0 0 0 %100 35 M34 X 2.714 2.714 0 %100 36 M34 Z 0 0 0 %100 37 M37 X 3.767 3.767 0 %100 8 M37 Z 0 0 %100 39 M38 X 0 0 0 %100 40 M38 z 0 0 0 %100 41 M39 X 0 0 0 %100 42 M39 Z 0 0 0 %100 43 M40 X 2.796 2.796 0 %100 44 M40 Z 0 0 %100 45 M41 X 2.796 2.7 0 %100 46 M41 Z 0 0 0 %100 47 M42 X 0 0 0 %100 48 M42 Z 0 0 0 %1 OQ 49 M1 39 X 1.782 1.782 0 %100 50 M1 39 0 0 %100 51 M140 X 4.142 4.142 0 %100 RISA-3D Version 17.0.4 ..1...1...1...1...1...I...IAnalysis1144803-VZW MT LO_H.r3d] Page 102 Company : Network Building+Consulting June 24,2022 IIIRISA Designer Rachel Huang, P.E. 5:40 PM Job Number Project#:10150854 Checked By: 1.NFj\IFF -c r.... .._. Madel Name 144803-VZW MT LO Member Distributed Loads (BLC 56 : Structure Wi 90 De-q))(Continued) Member Label rrec tion Start M n itud I 'ft.,.End Magnftudrt Locafign t.%] End L ocat is nffiN 2M140 Z 0 0 0 %100 - 53 M141 X 1.782 1.782 0 %100 M141 Z. 0 0 0 %100 55 MI 54 X 0 0 0 i Ni 9-0 56 M154 Z 0 0 0 %100 7 M155 x 2-242 2.242 0 %100 M155 Z 0 0 0 Y91 0 M1 56 X 2,242 2.242 0 %100 M1 56 Z 0 0 0 %100 61 M157 X. 2.201 2.201 0 %100 M157 Z 0 0 0 2zQ 1 QQ 3 MI 58 X 0 0 0 %100 4 1 58 Z 0 0 0 ° 1 65 M159 X 2.201 .201 0 %100 66 M1 5 Z 0 0 0 %ioo 67 M P4A X 2.989 2.989 0 ° 100 68 MP4A Z 0 0 0 %100 69 MP4B X 2.989 2.989 0 %100 70 MP4B Z 0 0 0 %10 71 MP4C X 2.989 2.989 0 %100 72 MP4C Z 0 0 0 %100 73 MP3B X 2..989 2 0 %100 74 MP3B Z 0 0 0 ° 1 0 75 MP3C X 2.989 2.989 0 %100 76 MP3C Z 0 0 0 %100 77 MP3A X 2..989 2.989 0 %100 78 MP3A Z 0 0 0 °/g 100 79 MP2A X 2.989 2.989 0 %100 80 MP2A Z 0 0 0 %100 81 MP2C X 2.989 2.989 0 %100 82 MP2C Z 0 0 0 %100 83 MP2B X 2.989 2.989 0 %,100 84 MP2B Z 0 0 0 %100 85 MP1 A x 2.989 2.989 0 %100 86 MP1 A Z 0 0 0 %100 87 MP1 C X 2.989 2.989 0 %100 f-88 MP1 C Z 0 0 0 %100 89 MPI B X 2.989 2.989 0 %100 90 MP1B Z 0 0 0 %100 91 OVPMP X 2.989 2.989 0 %100 92 OVPMP z 0 0 0 %100 93 M118 X 4.774 4.774 0 %100 94 M118 Z 0 0 0 %100 MI 19 X 4.774 4.774 0 %10 0 96 M119 Z 0 0 0 %100 0 97 MI 20 1,193 1.193 0 %100 8 M120 Z %100 99 M121 X 1.193 1.1 0 %100 . 100 M1 21 Z 0 0 0 %100 101 M1 22 X 1,193 1.193 0 %100 102 M1 22 Z 0 0 %100 103 M123 X 1.193 1.193 0 %100 104 M1 2 Z 0 0 0 °/0100 105 M124 X 0 0 0 %100 106 M124 Z 0 0 0 %100 107 M125 X 0 0 0 %100 108 M125 Z 0 0 0 %100 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...\..A... ...\Analysis\144803-VZW MT L4_H.r3d] Page 103 C an . Network Building+Consulting June 24,2022 Designer : Rachel Huang,P.E. 5:40 PM IIIRISAJob Number : Project* 10150854 Checked By: Model Marne : 144803-VZW MT LO H Member Distributed Leads (BLC 56 : Structure Wi (90 Deer)) (Continued) Member L bel Direction Start lea nitude IbI t...End Me nitude Ib/ Start Lora son ft!a End Location ft% 1-091 M129 X 3.58 358 0 %100 00 11 Z I °0 0 1 111 MI 30 X 3,58 3.58 0 %100 2 0 0 0 %100 113 M 1 3 X 3.58 3.58 0 %100 0 %100 115 M134 X 3.58 3.58 0 %100 1M1 34 Z 0 0 0 %100 7 136 0 0 0 %100- 118 . 1 011$ M136 Z 0 0 %100 M137 X 0 0 °0100 F0 M137 z 0 0 0 i ._ %100 1211 M131 X 3.552 3.552 0 %100 1122 M131 Z _ 0 0 %100 23 M 32 9 3.609 0 %1-00-----1 124 M1 32 Z 0 Q 0 Y0100 125 M146 x 3,58 3.58 0 %100 126 M146 Z 0 0 %100 127 M147 X 3.5$1 3.581 0 %100 128 M 147 Z 0 0F-%loo Member Distributed Loads (BLC 57: Structure Wi (120 Deg)) Member Labe[ Di c i Siart M9gnjt!jdeOb/fL.End M nAude IbIft... Start Lova i n[ft,° End Lo tJO!2 f% 1 M1 I X 1.036 1.036 0 %100 2 - MI z 98 _598 0 °1010 3 M2 X 1.036 1.036 0 %100 4 M2 Z .598 .598 0 %100 5 M7 X 3.134 3.134 _ 0 %100 M7 Z 1.809 1.809 0 %100 7 M8 X I .783 .783 0 %100 8 M8 Z .452 .452 0 %100 9 Mil X 2.447 2.447 0 %100 10 M11 Z 1.413 1 %100 11 M12 X .688 .68 0 %100 12 M12 I z .397 .397 %100 13 M13 X .688 .688 0 %100 14 M13 Z .397 .397 0 %100 15 M14 X 4.143 4.143 0 %100 16 M14 z 2,392 2.392 0 %100 17 M15 X 4.143 4.143 0 %100 18 M15 Z 2.392 2.392 0 0 100 19 M20 X ,783 .783 0 %100 20 M20 Z .452 ,452 0 %100 21 M21 X 783 .783 0 %100 22 M21 Z .452 .452 0 %1.00- 23 123 M24 X 0 0 0 %100 24 M24 z 0 0 0 %100 25 M25 X .2.75 2.75 0 %100 26 M25 Z 1.588 1.588 0 %100 27 M26 X 2.751 2.751 0 %100 t2928 M26 z 1 58 1.588 0 °/x100 M27 X 1.03 1.036 0 %100 2 Z .598 .598 0 %100 31 M28 X 1.036 1.036 0 %100 321 M28 z 1598 .598 0 1 %100 33 M33 X .783 L .783 0 %100 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...I...I...IAnalysis1144803-VZW MT LO_H.r3d] Page 104 Company Network Building+Consulting June 24,2022 Designer : Rachel Huang,P.E. 5:40 PM IIIRISAJob Numt�er Project#: 10150854 Checked By: Model blame : 144803-VZW MT LO-H Member Distributed Loads (BLC 57: Structure Wl (120 Deco)) (Continued) Member LeSI Direction Start Menituderl ..End Ma nitude Ilft.., Mart Ltcaticn ft°/o E d L i n f ° �. 4M33 z -.452 A52 0 %100 M34 3.134_ 3.134 0 %1_00 36-J- M34 Z 1.80 0 %100 37 M37 X 2.447 2.447 0 %100 3 M37 Z 1.413 1,413 %100 -0- 39 M38 X .688 6 °10100 40 i M 7 397 0 %100 41 M39 x .688 .688 0 %100 100 4 .3 .397 0 %100 43 M40 x .807 .807 0 %100 44 M4 .4 .466 0 %100. 45 M41 x 3.228 3.228 0 %100 M41 z 1 M 1.864 0 %100 47 M42 .807 .807 0 %100 4 M42 z .4 .466 0 %100 49 M139 x 2.906 2.906 0 %100 50 M-1.39 Z 1.678 1.678 0 %100 51 M140 X 2,905 2.945 0 %100 52 M140 Z 1.677 1.677 0 %100 53 M141 x .862 .862 0 °1100 4 z .4 8 .498 0 %100 55 M1 54 X .647 .647 0 %100 5LL M1 54 Z 74 .374 0 %100 57 M155 x .647 .647 0 %100 8 MI 55 z .374 .374 0 %1-00- 59 59 M156 2.589 2.589 0 %100 60 M1 56 Z 1.495 1.495 0 %100 61 M157 x _635 .635 0 %100 62 M157 Z .367 .367 0 °_ /_1Q 63 M158 X .635 .635 0 %100 64 M1 58 Z .367 .367 0 65 M1 59 x 2.542 2.542 0 %100 66 M1 59 a Z 1.467 1.467 0 %100 67 MP4A X 2.589 2 0 %100 68 MP4A I Z 1.495 1.495 0 %100 69 MP4B x 2.589 2.589 0 %100 70 MP4B Z 1.495 1.495 0 %100 71 MP4C X 2.589 i 2.589 0 %100 72 MP4C Z 1.495 1.495 i 0 %100 73 MP3B x 2.589 2.589 0 %100 74 MP3B Z 1.495 1.495 0 %1D0 75 MP3C X 2.589 2.589 0 %100 76 MP3C Z 1.495 1.495 0 %100 77 MP3A X 2 589 2,559 0 %100 78 MP3A Z 1.495 1.495 0 %100 79 MP2A X 2.589 2.589 0 %100 1.495 1.495 0 %100 81 MP2C x 2.589 2.589 0 %100 2 MP2C z 1-495 1.495 0 %100 83 MP2B x 2.589 2.589 0 °/Q1 0 84-- MP2B z 1.495 - 1.495 0 %100 85 MPIA x 2.5 9 2.589 0 %100 6 MP I A Z 1.495 1.495 0 %100 87 MP 1 C X 2.589 2.589 0 %100 $ M P 1 C Z 1.495 1.495 0 %100 89 MP I B x 2L 90 .589 2.589 0 %100 MP1 B Z 1.495 1.495 0 %100 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...1...1...1Analysis1144803-VZW MT LC_H.r3d] Page 105 Company Network Building+Consulting June 24,2022 IIIRISA Designer Rachel Huang, P.E. 5:40 PM Jab Number : Project#: 10150854 Checked By: . ,,�.,�t Model larfi�e 144803-VZW MT_LO_H .Member Distributed Leads LBLC : Structure Wi (120 Deg)) (Continued) Member Diretin M nitude Jam.=.End Ma tude IbIft... Styr#Loc Mont End Loc t o ' 91 OVPMP X 2.589 2.589 0 %100 1,4951.4250 %.100- 93 MIA X 3.101 3101 %100 1 18 z 1,7191.7 0 %100 M119 3.101 3.101 0 %100 96 mi 19 Z 1.79 1.79 0 %100 97 M120 X 3,101 3.101 0 %100 9M120 z 1.7 °11 99 Ml 21 Q X 3 0 1 3,101 0 %100 M121 z 1,79 1.7 °0100 101 M 122 X 0 0 %100 102 . Ml 22 z 0 0 0 %100 3 M123 X 0 0 0 °o10 104 M123 z 0 0 0 - %100 105 MI 24 X 1.034 1.034 0 %100 1 M124 z .597 .597 0 %1 QQ 1 7 Ml 25 X 1.034 1.034 0 %100 108 , M12-5 z .597 .597 0 %100 109 M129 X 1.034 1.034 0 %100 110 M129 Z .597 .597 0 °11 QO 111 M130 X 1.034 1.+034 0 %100 112 M1 30 z .597 .597 0 100 113 M133 X 4.134 4.134 0 %100 114 M133 z 2.387 2.387 %100 115 M134 X 4.134 4.134 0 _ °1+ 100 Ml 34 Z 2.387 2.387 0 %100 1.17 MI 36 X 1.034 1.034 0 %100 t M136 Z .597 597 %100 M 37 X 1.0 4 1. 34 0 %100 M137 z .597 .597 %100 M131 1.009 1.009 %100 _M131 Z .583 %100 123 Ml 32 X 1.058 1.058 0 %100 124 MI 32 Z ,6 %100 125 M146 X 4.134 4.134 0 %100 1126 M146 Z 2.387 2.387 0 %100 127 M147 X 4.134 4.134 0 %100 128 M147 Z -2,3a7 2,387 0 %100 Member r Distribute Les ( LC Structure Wi (150 Deg)) Mernbe Labe it ioM ni ud lb/ _..Eno Ma nitudelb/ft,... Start Location[ft%] End L tLYo 1 M1 X 0 0 0 %100 2 M1 Z 0 0 0 %100 3 M2 K 0 0 0 %100 4 - M2 z 0 0 0 %100 5 _Illl� X 1.357 1.357 0 %100 6 M7 z 2.35 2.35 0 %100 7 M8 X 1.357 1.357 0_ %100 8 M8 z 2.35 2.35 0 °10100 9 M11 X 1.883 1.883 0 _ %100 10 M11 z 3.262 3.262 0 %100 11 M12 X 0 0 0 %100 12 M12 Z 0 0 0 %100 13 M1 X 0 0 0 %100 14 M13 z 0 0 0 %100 15 M14 X 1.794 1.794 0 %100 RISA-3D Version 17.0.4 [I...I...I...1...1...1...1...1...1...1...1...1...\Analysisl144803-VZW MT_LO_H.r3d] Page 106 Company : Network Building+Consulting June 24,2022 IIIRISA Designer Rachel Huang,P.E. 5:40 PM Job Number Project#:10150854 Checked By: Model Name 144803-VZW MT L4_H Member Distributed Loads (BLC 58 : Structure Wi 150 De Continued Member Label Direction Start Ma ni ude lb/ft-End Ma ni ude blft... Start Location %1-. End LocationMN 1M 14 z 3.107 ,1 %10 17 M15 X 1,794 1.794 0 ° 1 18 M15 Z 3,107 3107 0 %100 19 M20 X 1,357 1,357 0 %100 v- M20 z 2.35 2.35 0 °0100 21 M21 X 0 0 %100 2 M21 z 0 0 0 %100 2 M24 X .471 .471 0 °4100 24 M24 -M 0 %IOQ M25 x 1.191 1.191 0 %100 26 M25 z 2.03 2.063 0 %IQQ M26 X 1.191 1.191 0 %100 28 M26 Z 2.063 2.063 0 %100- --, 1 M27 X 1.794 1.794 0 %100 0 M27 Z 3.107 3.10.7 0 %100 31 M28 X 1.794 1.794 0 %100 32 M28 Z 3,107 3.107 0 %100 M33 X 0 0 0 °2100 34 M33 Z 0 0 0 %100 35 M34 1 X 1.357 1.357 0 %100 36 M34 Z 2.35 2 0 %100 37 M37 X .471 .471 0 %100 38 M37 Z _ 1 .816 0 ° 39 M38 X 1.1.91 1.191 0 %100 40 M38 z 2-063 2.063 0 %100 41 M39 X 1.191 1.191 0 %100 42 M39 Z 2.063 2.063 0 %100 0 43 M40 X 0 0 0 %100 44 Z 0 0 0 %100 45 M41 X 1.398 1.398 0 %100 46 M41 z 2.421 2.421 0 %100 47 M42 X 1.398 1.398 0 %100 48 M42 Z 2.421 2.421 0 %100 49 M139 X 2.071 2.071 0 %100 50 39 3.587 3.587 0 %100 51 M140 X .891 _891 0 %100 52 M140 z 1.542 1.542 0 %100 53 M1.41 X .891 .891 0 %100 54 M141 Z 1.543 1.543 0 %100 55 M154 X 1.121 1.121 0 %100 56 M1 54 1-942 1.942 0 °1100 7 M1 55 X 0 0 0 %100 58 M1 55 Z 0 0 0 _ ° 100 9 M156 X 1.121 1.121 0 %100 0 MI 56 Z 1.942 1.942 0 %100 1 M157 X 0 0 0 %100 62 M157 0 0 %100 63 M1 58 X 1.101 1.101 0 %100 64 M1 58 Z 1,906 1.906 0 %100 65 M1 59 1.101 1.101 0 %100 66 M1 59 Z 06 1.906 0 %100 67 M P4A X 1,495 1.495 0 %100 68 MP4A Z 2.589 2.589 0 %100 69 MP4B X 1.495 1.495 0 %100 70 MP4B Z 2.589 2.589 0 %100 71 M P4C X 1.495 1.495 0 %100 72 MP4C Z 2.589 2.589 0 °01 00 RISA-3D Version 17.0.4 E1...1...1...1...1...1...1...1...1...1...I..A..AAnalysis1144803-VZW MT-LO_H.r3d] Page 107 Company Network Building+Consulting June 24,2022 IIIRISA Designer Rachel Huang, P.E. 5:40 PM Jots Number Project#: 10150854 Checked By: ..,. . Model Name 144803-VZW MT LC_H Member Distributed Loads SLC 58 : Structure Wi C150 De Continued mher L feel -Direction- Ma nitude[loll•#..,End_f a de[Iblf.,. Start Location fit%] End Lc 73 MP3B 1,495 1.495 0 %100 MP3B z 2,589 2.589 0 %100 75 Mp3c X 1.495 1.495 i 0 %100 7 MP3C Z 2,589- 0 %100 77 MP3A x _ 1.495 1.495 0 %100 MP3A Z 2.589 2.589 %100 79 MP2A X 1.4.95 1,495 0 %100 8 MP2A Z 2.589 2.589 0 _%100 0 81 MP2C ! X 1,495 1.49 0 %100 2 MP2C Z 2.589 2.589 0 100 t83 MP2 B X 1.495 1.495 0 %100 P2B 2.58 2.589 0 ° 1 85 MP1A x 1.495 1.495 %100 6 MP 1 A Z 2.589 2.589 %100 87 MP1 C X 1.495 '1,4950 %100 88 MPIC z 2.589 2.589 0 °0100 8 MPI B x 1.495 1.495 0 %100 90 NIP1 B Z 2.589 2.589 0 %100 91 OVPMP X 1.495 1.495 0 %100 92 OvPMP Z 2.589 2.58 °1100 93 M1 18 X .597 .597 0 %100 4 M1 18 Z 1.034 1.034 0 ?ZQ 100 95 M119 X .597 .597 Q %100 96 M119 Z 1.034 1.034 0 %100 197 M120 x 2.387 2.387 0 %100 8 M120 Z 4.134 4.134 0 %100 99 M121 X 2.387 2.387 0 %100 100 M1 21 Z 4.134 4.134 0 %100 101 M1 22 x .597 .597 0 %100 102 M12-2 Z 1.034 1.034 0 %100 103 M123 X .597 .597 0 %1 QQ 104 M1 23 Z 1.034 1.034 0 Y0100 105 M124 X 1.79 1.79 0 %100 106 M124 Z 3.101 3.101 0. %100 107 M125 X 1.79 1.79 0 °/0100 108 M125 Z 3.101 3.101 0 %100 '#09 M129 x 0 0 0 %100 110 M1 29 Z 0 0 %100 111 M130 X 0 0 0 %100 112 M1 30 Z 0 0 0 %100 113 M1 33 X 1.79 1.79 I 0 %100 114 M133 Z 3.101 3.101 0 %100 115 M1 34 X 1.79 1.79 0 %100 116 M134 Z 3.101 3.101 0 %100 117 M136 X 1.79 1.79 0 %100 118 M1 36 Z 3.101 3.101 0 %100 119 M137 - X 1.79 1.79 0 %100 1,20 1 37 Z 3.101 3.101 0 %100 121 M131 X .000112 ,000112 0 %100 1221 M1 31 Z .000193 .000193 0 °11 1231 M1 32 X .000113 .000113 0 %100 12 M1 2 Z .000196 .000196 0 %100 125 M146 X 1.79 1.79 0 %100 6 M146 Z 3.101 3.101 0 %10 F127 M147 _ X 1.79 7 0 %100 128 M147 Z 3.101 3.101 0 %100 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...1...1...1Analysis1144803-VZW MT_LC_H.r3d] Page 108 Company Network Building+Consulting June 24,2022 IIIRISA Designer Rachel Huang,P.E. 5:40 PM Jots Number : Project M 10150854 Checked By: Model fume 144803-VZW MT LO Member Distributed Loads (BLC 59 : Structure W 189 De Member Label Direction Mart Mat#ude ,_.B ! n' u l ..a Mart Locatiorrft`*lj End Lr icr-r 10 MI x 0 0 %100 MI Z 1,196 1 001.00 3 2 X 0 0 %100 M2 Z 1. 1.196 _ 0 %100 5 M7 x 0 0 -_ 0 %100 6 0 .905 �.� %100 M8 x 0 0 0 %10 $ z 3,6183.618 0 %100 9 M11 x 0 0 0 %100 10 Mil z 82 0 YSIOQ 11 M1.2 X 0 0 0 %100 12 M12 Z 1794 .794 0_ YOIOO 13 M13 x 9 0 0 0/x100 14 M13 z .794 0 %1.00 15 M14 x 0 0 0 %100 - 16 M14 z 1.196 1.1 0 %100 17 M15 X 0 0 0 0/x100 18 M15 z 1.196 1.196 0 %100 19 M20 X 0 0 0 %100 20 M20 Z IL 3.61-8 1 0 %100 21 M21 x o 0 0 %100 22 1121 z 0 .905 0 %100 23 M24 X 0 0 0 %100 24 M24 Z 2.825 2.825 0 %100 25 M25 X 0 0 0 %100 26 M25 z .794 .794 0 °1100 27 M26 X 0 0 0 %100 28 M26 Z .794 .794 _ 0 %100 29 M27 X 0 0 0 %100 30 M27 Z 4.784 4.784 0 %100 31 M28 X 0 0 0 %100 32 M28 Z 4.784 '. 4.784 0 %100 33 M33 x 0 0 0 0/x100 34 M33 Z .905 .905 0 %100 35 M34 X 0 0 0 010100 36 M34 Z .904 r9Q %100 37 M37 X 0 0 0 %100 38 M37 z 0 0 0 %100 39 M38 X 0 0 0 %100 40 M38 z 3.176 3.176 0 " %100 41 M39 X 0 0 0 I %100 42 M39 z 3.176 3.176 0 %100 43 M40 X 0 0 0 %100 44 M40 z .932 .932 0 %100 45 M41 X 0 0 0 %100 46 M41 Z .932 .932 �� %100 47 M42 x 0 0 0 %100 48 M42 Z 3,728 3.728 0 %100 49 M1 39 0 0 0 %100 50 M1 39 z 3.355 3.355 0 °1100 51 M140 K 0 0 0 %100 52 M140 Z 9 .995 0 %100 53 M141 X 0 0 0 %100 54 M141 Z .355 3.35.5 0 %100 55 -� M154- X 0 0 0 %100 56 MI 54 Z 2.989 2.989 0 _ 010100 57 M155 X 0 0 0 %100 RISA 3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...I...I...IAnaIysis1144803-VZ7 MT LO_H.r3d] Page 109 Company Network Building+Consulting June 24,2022 Designer : Rachel Huang, P.E. 5:40 PM ,IIIRISA Job Number : Project#: 10150854 Checked By: . Model Name 144803-VZW MT LO.H Member Distributed Loads (BLC 59 : Structure.Wi 1780 Dec)) (Continued) Member Label [direction Start Ma nitudeflb/'ft—End Magnitude[) /ft.._ Start Location %] End Location ftM 5$ MI 55 .747 0 %100 59 M1 N A 0 0 0 %10Q 60 M1,56 Z .74 %100--- 61 1 M1 7 x 0 0 0 %100 621 7 z f 3 0 0/1 0 63 - - 0 0 0 %100 64 MI 58 Z 2.93 %100 65 M1 5R x 0 0 0 %100 M1 59 Z 4 .734 0 %100 0 67 MP4A x 0 0 0 %100 68 M 4A Z 2.989 2,989 0 °/100 1691 MP4B x 0 0 0 %100 MP4B z 2.98-9 2.989 0 %100 71 MP4C x 0 0 0 %100 72 _ MP4_C Z 2.989 2.989 %10 73 MP3B x 0 0 0 %100 74 M P B z 2.989 2.989 %100 75 MP3C x 0 0 0 %100 76 MPC Z 2.989 2.98 %100 77 MP3A _ x 0 0 0 %100 MP-3AMP-3A z 2.989 2,989 0 %10 0 79 MP2A x 0 0 0 %100 0 MP2A Z 2.989 2.989 0 °10100 E817 MP2C x 0 0 0 %100 MP2C z 2.9$9 2.9$9 0 %100 83 MP2B x 0 0 0 %100 4 MP2B Z 2.989 2.989 0 %100 $5 MP1 A X 0 0 0 %100 --- 86 M P 1 A Z 2.989 2.989 0 %100 87 MP1 C x 0 0 0 °/0100 88 M P 1 C Z 2.9$9 2,989 0 %100 89 MP1B x 0 0 0 %100 90 MP1 B Z 2.9$9 2,9890 %100 91 OVPMP x 0 0 0 %100 2 OVPMP Z 2.9$9 2,989 0 %100 93 M1 18 x 0 0 0 %100 4 M118 Z 0 0 0 %100 95 M1 19 x _ 0 0 0 %100 96 M1 19 Z 0 0 0 %100 97 M120 x 0 0 0 %0100 1998 M120 Z 3.58 %100 9 M121 I x 0 0 0 %100 00 M1 21 Z 3.5$ 3.58 0 %100 101 M1 22 x ! 0 0 0 °l°100 102 M122 Z 3.58 3.58 0 %100 103 M123 x 0 0 0 %100 4 M12-3 Z 3.58 0 %100 105 M124 x 0 0 0 %100 1 M1 24 Z 4.774 4.774 0 %100 0 107 M125 x 0 0 0 %100 0$ M125 Z 4.774 4.774 0 Oln 10 109 M129 x 0 0 0 %100 1 M129 z 1.193 1.193 0 %100 111 M1 30 x i 0 0 0 %100 112 M130 Z 1.193 1.193 0 %100 11131 M133 x 0 0 0 %100 ,1141M133 Z 1.193 1,193 0 %100 RISA 3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...1...1...1Analysis1144803-VZW MT LO_H.r3d] Page 110 Company : Network Building+Consulting June 24,2022 111RISA Designer Rachel Huang,P.E. 5:40 PM Job Number Project#: 10150854 Checked By: Model Name 144803-VZW MT LO Member Distributed Loads (BLC 59 : Structure Wi 180 De Continued Member Label Direction Mart Ma nitude lbtf-Erid Mag nitudeffbift.... Start Locatton ft.%] End L i rti % 15 MI.34 x 0 0 0 %1.00 1161 M1 4 z 1,1931.1 %100 1 M136 X 0 0 0 %100 1 36 z 4.774 4.774 %10 11 M137 X 0 0 0 %100 120 M 1 74. 74 4.774 0 %100 121 M I&I X 0 0 0 %100 1221 M131 Z 1.222 1.222 0 %100 123 M1-32 X 0 0 Q %100 124 MI 32 Z 1,165 1.165 0 %100 125 M14.6 X 0 0 0 %100 126 M146 Z 11194 1.194 0 0 1 127 M147 X 0 0 0 %100 128 M147 Z 1 1.193 0 %100 Member Distributed Leads SLC 60 : Structure Wi 210 De Member Lelit c ion art Magnitude[lb/ft...End a niitude ib/ a Lo i n f�6 End Loca`on f#% 1 M1 x -1.794 -1,794 0 %100 2 M1 Z 3.107 3.1-07 0 %100 3 M2 X -1.794 -1.794 0 %100 4 M2 Z 3.107 0 %iOO 5 M7 X 0 0 0 %100 6 M7 Z 0 0 0 --%100 7 M8 X -1.357 -1,357 0 %100 M8 Z 2.35 0 ° 100 9 M11 X -A71 -A71 0 %100 10 Mil Z .816 1 %100 11 M12 X -1.191 -1.191 0 %100 12 M12 Z 2.063_ _ 2.063 0 %IQQ 13 M13 X -1.191 -1.191 0 %100 14 _ M13 _ Z 2,063 2.063 0 %100 15 M14 X 0 0 0 %100 16 M14 Z 0 0 0 %100 17 M15 X 0 0 0 %100 18 M15 Z 0 0 0 %100 19 M20 x -1.357 -1.357 0 %100 20 M20 Z 2.35 2.35 0 %100 21 M21 x -1.357 -1.357 0 %100 22 M21 Z 2.35 2.3 0 °0100 23 M24 X -1.883 -1,883 0 %100 24 M24 Z 3.262 3.262 0 %100 25 M25 X 0 0 0 %100 26 M25 Z 0 0 0 °0100 0 27 M26 X 0 0 0 10100 2$ M26 Z 0 Q 0 %100 29 M27 - X -1.794 -1.794 0 %100 30 M27 Z 3.107 3J07 0 %100 31 M28 X -1.704 -1.794 0 %100 32 M28 Z 3.107 3.107 0 %100 33 M33 x -1.357 -1.357 0 %100 34 M33 Z 2.351 2.351 0 %100 3 M34 X 0 0 0 %100 36 M34 z 9 0 0 %100 37 M37 X -,471 -.471 0 %100 38 M37 Z .816 0 %1.0O 39 M38 X -1.191 -1.191 0 %100 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...I...I...I...IAnalysis1144803-VZW MT LO_H.r3d] Page 111 Company ; Network Building+Consulting June 24,2022 Designer : Rachel Huang,P.E. 5:40 PM IIIRISAJob Number Project#: 10150854 Checked By: Model Name : 144803-VZW MT L4 H Member Distributed Loads (BLC 60 : Structure 111Wi 1,210 Deux)) Montinued) Member Label Direction Start Iia nitude IbI ...End M nitudeI1blf.,, in N End Location[ftAll 0 M38 z IM 2,063 0 %100 41 M39 X -1.191 -1.191 °1140 42 M39 Z .0 _ ° 10 4 M40 X -1.398 -1.398 0 °1x100 44 M40 z 2.421 -2-.A2-1 0 %100 45 M41 X 0 Q 0 %1.00 4 M41 Z 0 0. 0 Y0100 47 M42 X -1.39$ 0 %100 148 M4 Z 2.421 1 ° 1 0 49 M1 39 X -.891 1 0 %100 M1 z 1.544 1.544 %100 51 M140 X -.891 - 0 %100 2--1 M140 Z 1.544 1,544 0 %100 53 M141 X -2.071 - 71 0 %100 4 M141 3.587 7 0 °11 0 55 M154 X -1.121 -1,121 0 %100 M1 54 1.942 1.942 0 °10100 57 M1 55 X -1.121 -1.121 0 %100 8 MI 55 Z 1.942 1.942 0 %100 59 M156 X 0 4 0 %100 60 M1 56 z 0 0 0 %2100 61 M157 X -1.101 -1.101 0 %100 2 M1 57 z 1.906 1.90 0 %100 63 M158 x -1.101 -1.101 0 %100 4 1 Z 1.906 1 1.906 0 %100 65 M1 59 X 0 0 0 %100 66 M1 59 Z 0 0 0 %100 67 MP4A X -1.495 -1.495 0 %100 68 MP4A Z 2.589 2.589 0 %100 69 M 4B X -1.495 -1.495 0 %Q100 70 M P4 B z 2.589 2.589 0 %100 71 MP4C X -1.495 -1.495 0 %100 72 M P4C z 2.589 2.589 0 %100 73 MP3B _ X -1.495 -1.495 0 %100 74 MP3B z 2.589 2.589 0 %100 75 MP3C X -1.495 -1.495 0 %100 76 MP3C Z 2.589 2 0 %100 77 MP3A X -1.495 -1.495 0 %100 78 MP3A _ z 2.589 2.589 0 %100 79 MP2A X - _495 -1.495 0 %100 80 M P2A Z 2.589 2.589 = 0 °10100 81 MP2C X -1.4 -1.495 0 %100 82 MP2C z 2.589 2.589 0 %100 $3 MP2B X -1 495 -1.495 0 %100 84 MP2B Z 2.589 2.589 0 %100 85 MPI A X -1.4 -1.495 0 %100 86 M 1 Z 2. 2.589 0 %100 87 _ MPI C X -1.495 -1.495 0 %100 88 mpic Z 2.589 2.589 0 %100 89 MP1B X -1.495 -1,495 0 °10100 90 MP1B z 2.589 2.589 0 %100 91 OVPMP X -1.495 -1,495 0 %100 92 OVPMP Z 2.589 2.589 0 %100 0 93 M1 18 X -.597 -.-597 0 %100 94 M 11$ Z 1.034 1.034 0 %100 95 M119 X -_597 -.597 0 %100 _KLL M1 19 Z 1.034 1.034 0 %100 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...I...I...\Analysis1144803-VZW MT La_H.r3d] Page 112 Company : Network Building+Consulting June 24,2022 IIIRISA Designer : Rachel Huang,P.E. 5:40 PM Jab Dumber : Project#: 10150854 Checked By: ,:.. ,... Model Name : 144803-VZW MT L4_H Member Distributed Loads (BLC 60 : Structure Wi ( 10 Deco)) (Continued) Member Label Direction Start Ma n' de I / _._End Ma nitude Ib ft... Start Location I% End Location % 7 M120 _ X -.597 -.597 I 0 °10100 98 M120 Z I 1.034 1,034i 0 °0 oo 99 M121 X -.597 -,597 0 %100 100 M1 21 Z 1.034 1 0 %100 101 M122 I X -2.3$7 -2.387 0 %100 1-02 M1 22 Z 4 134 4.134 0 - %Igo 11103 M123 I X -2.387 -2,387 0 %100 4 123 z 4.134 4.134 0 010 1051 M124 X -1.79 -1.79 0 %100 - M124 z 3.101 3.101 0 %100 107 .1 12 -1.79 -1.79 0 %104 10$ 2 _1101 3.101 0 %109 109 M12 x -1.79 -1.79 0 %100 110 M129 _ 3,101 3.101 0 Y2100 111 M130 X -1.79 -1.79 0 %100 112 M1 30, z 3.101 3.101 0 %100 113 M133 X 0 0 0 %100 114 M1 33 Z 0 0 0 %100 115 M134 X 0 - 0 0 °1100 116 134 Z 0 0 0 0/0 117 __M136 x -1.79 -1.79 0 °x100 11$ M136. z 3.101 3.101 0 %100 119 . M137 X -1.79 -1.79 0 %100 MUT z 3.101 3.101 I 0 %100 121 M13 X -1.804 -1.804 0 %100 1 2 3.12 3.125 0 %100 123 M132 X -1.776 -1.776 0 010100 124 MI 32 Z 3.07. 6 3.076 0 010100 125 M146 X 0 0 0 %100 126 M146 Z 0 0 0 %100 127 M147 X 0 0 0 %100 12 M147 z 0 0 0 %100 Member Distributed Loads (BLC 61 : Structure W 240 De Member Label D rectlon S al_"nnftuderIb/ftI.1 nd M.agnitude[lb/L.. StartLocation t#% E i 1 M1 X -4.143 -4.143 0 %100 2 M1 �Z 2.392 2.392 0 %100 3 M2 X -4.143 -4.143 0 %100 M2 Z 2392 2.392 0 %100 0 M7 X -.783 -3$3 0 °/x100 6 M.7 Z .452 0 %100 0 7 M8 X -.783 -.7$3 0 %100 $ M8 Z .4 .452 0 °1100 9 M11 x 0 0 0 %100 10 Mil Z 0 0 0 %100 11 2 X -2.75 -2.75 0 %100 12 12 _ Z 1.588 1,5880 %100 13 M13 X -2.751 -2,751 0 0/x100 14 M13 Z 1.588 1.588 0 %100 15 M14 x -1,036 -1.036 0 010100 16 M14 Z .598 98 0 %100 17 M15 X _1.o36 -1.036 0 %100 18 M15 Z .598 .598 0 %100 19 M20 X -.783 -.783 0 %100 20 M20 Z .452 .452 0 %10 21 M21 X -3.134 -3.134 0 %100 RISA-3D Version 17.0.4 [I...1...1...1...1...1...1...1...1...1...1...1...1Analysis1144803-VZW MT La_H.r3d] Page 113 Company Network Building+Consulting June 24,2022 Designer Rachel Huang,P.E. 5:40 PM IIIRISAJob Number Project#: 10150854 Checked By: Model Name 144803-VZW MT L4_H Member Distributed Loads (BLC G? : Structure Wi (240 Deg)) (Continued Member Label Direction Start Ma nitude b/f...End M nitude IbIft.., atalloc tin End Location ft% 22 M21 z 1 M9 1.809 0 %100 23 M24 X -2.447 -2.447 0 %100 24 M24. 1.4 0 °0100 25 M25 X _ -.688 -.688 0 %1-00 26 M25 Z .397 *3 7 0 %100 27 M26 X -.68$ -.68 %100 28 M26 Z .397 397 %100 29 M27 X -1.036 -1.036 0 %100 30 M27 Z .59 .598 0 %100 31 M28 X -1.036 -.11036 0 %100 2 M28 Z %100 0 33 M33 X -3,134 -3.134 0 %100 4 M33 Z 1.009 1.809 0 %100 35 M34 X -.784 -.784 0 %100 3-6 M34 Z .453 .453 0 %100 37 M37 X -2.447 -2.447 0 _ %100 38 M37 _ Z 1.413 1.413 0 %100 39 M38 X -.688 -.688 0 %100 40 M38 Z .397 .397 0 %100 41 M39 X -.688 -.688 0 %100 42 M39 Z .397 .397 0 ° 1 43 Moo X -3.228 -3.228 %100 44 R M40 Z 1.864 1.864 0 %100 0 45 M41 X -.807 -.807 0 %100 46 M41 Z .466 .466 0 %10-0 47 M42 X -.807 -.807 0 %100 48 M42 Z .466 .466 0 %100 49 M139 X -.863 -.863 0 %100 50 M139 Z .498 .498 0 %100 51 M140 X -2.907 -2.907 0 %100 52 M140 Z 1.678 1.678 0 °70100 53 M141 X -2.906 -2.906 0 %100 54 M141 Z 1.678 1.678 0 %100 55 M1 54 X -.647 -.647 0 %100 56 M1 54 Z .374 .374 01 %100 57 M155 X -2.589 -2.589 0 %100 58 M155 Z 1,495 1,49 0 %100 59 M1 56 X -.647 -.647 0 %100 60 M1 56 Z .374 .374 %100 61 M157 -2.542 -2.542 0 %100 62 M1 57 Z 1,467 1.467 0 %10 -0 63 M15$ -- -. 3 -.635 0 %100 64 M158 Z .367 .367 0 %100 65 M159 -.635 -.635 0 %100 66 M1 59 Z .367 .367 0 Y-0 100 67 M P4A X -2.589 -2.589 0 %100 . 68 MP4A Z 1.495 1.495 0 %10-0 69 MP4B X -2.589 -2.589 0 .%100 70 MP4B Z 1.495 1.495 0 % -00 71 M P4 C X -2.589 -2.589 0 %100 72 MIP4Q z 1.495 1.495 0 %100 73 MP3B X -2,589 -2.589 0 %100 74 MP3B _ Z 1.495 1.495 0 %100 0 75 MP3C X -2.589 -2.589 0 %100 76 MP3C Z 1.495 1.495 0 °0100 77 MP3A X -2.589 -2.589 0 %100 78 MP3A zi 1.495 1.495 0 I %.1-0-0- RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...I...1...\Analysis1144803-VZW MT_LO_H.r3d] Page 114 Company : Network Building+Consulting June 24,2022 IIIRISA Designer : Rachel Huang,P.E. 5:40 PM Job Number Project#: 10150854 Checked By: A INEn,_rscHEK Cor tPANY Model Name 144803-VZW MT-LO H Member Distributed Loads (BL C 1 S ru ture Wi (240 Deg)) (Continued) Member Label Direction Start MsIgnitudejiblft...End Ma nitude 1 if„ Mart Locatiop fl.' End Loca ion ft i79l MP2A X -2.589 -2.589 0 %100 MP 1.49 0 %100 81 P2 -2.589 -2.589 0 %100 82 MP2C z 1 A0105 1 A95 0 %100 83 MP2B -2.589 -2.589 0 %100 84 MP2B z 1,49.5- %100 85 M P 1 A X -2.589 -2.589 0 %100 86 MP1A Z 1.495 1.495 0 %1.0-0- 87 M P 1 C X -2.58 -2.589 0 %10-0 mpic z 1,495 1- %100 89 MP1 B x -2.589 -2.589 0 %100 90 _ MPI B Z 1.495 1.495 0 %100 91 OVPMP X -2.589 -2.589 0 %100 VP P Z 1.495 1.495 0 %100 93 MI 18 X -3.101 -3.101 0 %100 9M118 z 1.79 1.79 Q %100 95 M1 19 x -3.101 -3-101 0 %100 9 Z 1.79 1.79 0 %100 97 M120 X 0 0 0 %100 98 z 0 0 0 %100 99 M121 X 0 0 0 %100 100 M121 Z 0 0 0 %100 101 M122 x -3.101 -3.101 0 %100 10 M122 Z 1.79 1.79 0 °LIQ 100 103 MI 23 X -3.101 -3.101 0 %100 104 M123 Z 1.79 1.79 0 %100 1051 M124 x -1.034 -1.034 0 °10100 106 M124 Z .597 .597 0 %100 107 M125 X -1.034 -_1.034 0 %100 108 M125 Z .597 .597 _ 0 %.1.00 109 M129 x -4.134 -4.134 0 %100 110 M129 Z 7 2.3.7 0 %1_00 111 M1 30 X -4.134 -4.134 0 %100 112 M130 Z 2,387 -2.t..387 0 0/0100 113 M133 x -1.034 -1.034 0 %100 114 M133 Z .597 _597 0 %100 115 M1 34 X -1.034 -1.034 0 %100 1 M1 34 Z _597 97 0 %100 117 M136 X -1.034 -1.034 0 %100 18 - M1 36 Z .597 59:7 0 %10 119 M1 37 -1.034 -1.034 I 0 %100 1 M137. Z .597 .597 0 %100 121 M1 31 C -4-134 -4.134 0 %100 122 M131 Z 2,387 2.357 0 %100 123 M1 32 x -4.134 -4.134_ 0 %100 124 -M132 Z 2.387 2,387 0 %100 125 M146 X -1.034 -1.034 0 %100 126 M146 Z .597 .597 0 %100 _1_27 M147 X -1.034 -1.034 0 %100 128 M147 Z 1 .597 .597 0 %100 Member Distributed Loads (BLC 62 : Structure Wi (270 Deull Member Label Direction Start Ma nitudeflbIft---End M nitud Iblft.... Start Location[ft.%J End Location ft% 1 M1 X -3.588 -3.588 0 %100 2 M1 Z 0 0 0 °l 100 3 M2 X -3.588 -3.588 0 %100 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...I...1...IAnalysis1144803-VZW MT LO-H.r3d] Page 115 Company Network Building+Consulting June 24,2022 IIIRISA Designer Rachel Huang,P.E. 5:40 PM ,fob Number Project#: 10150854 Checked By: Model Name 144803-VZW MT L4-H Member Distributed Loads (BLC 62 : Structure Wi (270 Deg)) (Continued) Member Label Direction Stet M it d !b%t...End Ma ude l _. 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M125 Z 0 0 0 %100 109 M129 X -3.58 -3.58 0 %100 1 M129 Z 0 0 0 %100 111 M130 x -3.58 -3.58 0 %100 12 M1 30 Z 0 0 0 %100 113 M133 X -3.58 -3.58 0 %100 114 L M1 3 Z 0 Q %100 115 M134 X -3.58 -3.58 0 %100 . 116 , MI 34 _ Z 0 0 0 %100 - . 1171 M136 X 0 0 0 %100 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...I...I...IAnalysis1144803-VZW MT_LO_H.r3d] Page 117 Company : Network Building+Consulting June 24,2022 IIIRISA Designer = Rachel Huang,P.E. 5:40 PM Job Number Project#: 10150854 Checked By: %.pi#�, ,,,� , & Model Name 144803-VZW MT LO Member Distributed Loads (BLC 62 : Structure W 270 De Continued Member Label Direction Bta_ M fft...E d Ma itude fbift-... Start Location f % End L tion ft° M1 3-6 Z 0 0 %100 19 M1 37 0 E0 %100 1 37 z 0 0 0 %100 121 M 1 1 x -3.552 -3,552 0 %100 122 M1 31 Z 0 0 0 %100 123 KI-32 x -3-609 -3.609 0 %100 124 1 M1 32 Z 0 Q 1 0 %.1.0-0- 125 M14 -3.58 -3.58 0 %100 126 M146 %10-0 0 127 M147 9 -3.581 -3.581 0 %100 1281 M147 Z 0 0 %100 Member Distributed Loads LBLC 63 : Structure W 300 De Member Label Direction cti a ani d Ib� ..E Ma gh.ud a Ib/t... 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Model Name 144803-VZW MT LC_H Member Distributed Loads (BLC 63 : Structure Wi (300 Deg)) (Continued) mber Label Directiona M ni u I / _End Ma nitude[b/ ., Start L.oca�tion ft'%] En_l_L.o aticn[ft°/6 E4 M40 -.807 -.807 0 %100 44 M40 ' Z - -Affl 0 °0 451 M41 X - .22 -3.228 0 %100 M7M4 Z - -1-864 0 %100 47 M42 X -.807 0 0 %100 48 M42 Z -.46 -A66 ° 1 0 49 M1 39 X -2.906 -2 0 °lQ 100 M1 3Z -1.678 -1.678 0 %100 51 M140 X -2.905 -2.905 0 %100 M 14 -1. 77 -1.677 0 YQ100 53 M141 X -.862 -.862 0 %100 54 M1 41 z -498 -.498 0 N100 55 M1 54 X -.647 -- -,647 0 %100 56 -.374 -.374 0 %100 57 M155 X -.647 -.647 0 %100 581 5 -.374 -.374 0 °01 0 5 M156 X -2,589 -2.589 0 %100 60 ___1.5 -1.495 -1.495 0 %100 61 M157 X -.635 -.635 0 %100 62 M1.57, -.357 -.367 0 %100 63 M158 X -.635 -,635 0 %100 4M 8 -. 67 -.367 0 Y2100 65 M1 59 X -2.542 -2.542 0 %100 -6-6-1. 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Network Building+Consulting June 24,2022 IIIRISA Designer : Rachel Huang, P.E. 5:40 PM Job Number : Project#: 10150854 Checked By: ,, Model Name : 144803-VZW MT LO H Member Distributed Loads LBLC 63 : Structure Wi (300 Dec)) (Continued) Member label Direction Start M nitude IbI t...End Ma nitude leo tion ft End Location tt°/ 100 M 1 1 Z - -1,79 %100 '! 1 M122 X 0 0 0 %100 02 M1 22 Z 0 0 %ioo 03M 12 0 0 %100 104 M123 Z 0 0 %100 105 M124 x -1.034 -1.034 0 %10 _ 12 Z -.597 -,597 0 %100 0 107 M125 X -1.034 -1.034 0 %100 108 M125 z -.597 -- 97 0 %100 109 M129 X -1.034 I -1.034 0 %100 1 -.597 -.597 0 %100 111 M130 X -1.034 -1.034 0 %100 112 MI30 7 -.597 0 %100 113 M133 X -4.134 -4.134 0 °I°100 A116 M1 3 z -2.387 -2.387 0 %100 M134 X -4.134 -4.134 0 %100 M1 34 Z -2.387 -2.387 0 %100 117 M136 X -1.034 -1.034 0 %100 E118 M136 z -.597 -.597 0 °1100 119 M137 X -1.034 -1.034 0 %100 120 7 -.597 -.597 0 %100 121 . M131 X -1.009 -1.009 0 %100 122 -.583 -.583 0 %100 123 M132 X -1.058 -1.058 0 %100 124 1 32 z -.611 -.611 0 °!0100 125 M146 X -4.134 41-34 0 I %10 0 126 I 46 z -2.387 -2.387 0 %100 127 M147 X -4.134 -4.134 0 %100 128 M147 Z -2.387 -2.387 0 %100 Member Distributed Loads (BLC 64 : Structure Wi 330 DeqJ) Member Label Direction Sta rt-Magit I IWft Start Loc.atio %G x a M1 I X 0 0 0 %100 2 M1 z 0 0 0 %100 3 M2 I X 0 0 0 %100 4 M2 z 0 0 - 0 _ %100 5 M7 X -1.357 -1.357 0 %100 6 M7 z -2.35 -2.35 0 %100 7 M8 x -1.357 -1.357 0 %100 8 M8 z -2.35 -2.35 0 Ya 1 0 9 Mil X -1.883 I -1.883 0 .%100 10 Mil Z -3.262 -3.262 0 Y91 00 11 M12 X 0 0 0 %100 12 M12 Z 0 0 0 °110 13 M13 K 0 0 0 %100 14 M13 Z 0 0 %100 15 M14 X -1.794 -1.794 0 %100 16 M14 Z -3.107 -3.107 0 %100 17 M15 X -1.794 -1.794 0 %100 18 M15 Z -3.107 -3.107 0 °10100 19 M20 X -1.357 -1.357 0 %100 20 M20 Z -2.35 -2.35 0 %100 21 M21 X 0 0 0 %10 2 M21 z 0 0 0 %100 23 M24 X -.471 -.471 0 %100 24 M24 Z - -.81 0 %100 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...1...1...\Analysis1144803-VZW MT_LO_H.r3d] Page 120 Company Network Building+Consulting June 24,2022 Designer o Rachel Huang,P.E. 5:40 PM IIIRISAJob Number Project M 10150854 Checked By: Model Name 144803-VZW MT LO_H Member Distributed Leers (BLC 64 : Structure Wi 330 De (Continued) Member Lai-ei Qjmg1ion Start M nitude lb/ft-End Ma nitude lb/ ... Mart Locatio f N End Locaticn[ftA 25 M25 X -1.191 -1.191 0 %1-00- M25 10M25 - -2.063 0 %100 27 M X -1.191 -1.191 0 %100 28 M26 Z -2.063 0 %100 29 M27 K -1.794 -1.794 0 %100 30 M27 Z -3.107 -3.1 Oz 0 %100 1 M28 X -1.794 -1.794 0 %100 2 M28 Z -3.10 =3-107 0 %1-0-0- 33 M33 X 0 0 0 %1 QO 4 M33 Z 0 0 0 %10 35 M34 X -1.357 -1.357 0 °l°1 0 Q 6 M34 z -2.35 -2.35 0 %100 37 M37 x -.471 -.471 0 %1.00 8 M37 Z -.816 -,816 0 %100 39 M38 X -1.191 -1.191 0 %100 0 M38 Z -2.063 -2.063 0 %100 41 M39 X 1 -1.191 -1.191 0 _ %100 42 M32 Z -2.063 -2.063 0 °1100 43 M40 X 0 0 Q %100 44 MAO Z 0 0 0 %100 45 M41 X -1.398 -1.398 0 %1=00 46 M41 Z -2.42.1 -2.421 0 %100 0 47 M42 X -1.398 -1.398 0 %100 48 M42 Z -2.421 -2 0 %100 ° 49 M1 39 X -2.071 -2..071 0 10100 50 M139 Z -3.587 -3.587 0 %100 51 M140 X -.891 -.891 0 %100 _ 2 M14-0 Z -1.542 -1.542 0 %1-00 53 M141 X -.891 -.891 0 %100 54 M141 Z -1.543 -1.543 0 %100 55 M154 -1.121 -1.121 0 %100 56 M154 Z -1.942 -1.942 0 %.100 57 M155 X 0 0 0 °x°100 -5-8-- M155 Z 0 0 0 %10 59 M156 X -1.121 -1.121 0 %100 0 60 M156 Z -1.942 -1.942 0 %.100- 61 M157 X 0 0 Q %100 621 M157 Z 0 0 0 %100 63 M158 X -1.101 -1.101 0 %100 64 M158 Z -1.906 -1-9Q6 0 %100 _65 M159 x -1.101 -1.101 Q %100 66 M159 Z -1.906 -1.906 0 %100 67 MP4A X -1-495 -1,495 0 %100 $ M P4A Z -2.589 -2.58 0 %100 69 MP4B X -1.495 -1.495 0 %100 70 MP4B Z -2.589 -2.58 0 %100 71 MP4C X -1.495 -1.495 0 I %100 72 MP4C z -2.589 -2, %100 73 MP3B X -1.495 -1.495 0 %100 74 MP3B Z -2.589 -2.58 0 %100 75 MP3C X -1,495 -1.495 0 %100 76 Z -2.589 -2.589 0 %100 77 MP3A X -1.495 -1.495 0 %10 78 MP3A Z -2.589 -2.589 0 %100 79 MP2A X -4.495 -1.495 0 %100 80 MP2A Z _ -2.589 -2.589 0 _ %100 81 MP2C X -1.49 -1.495 0 %100 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...I...I...I...I...IAnatysis1144803-VZW MT_LO_H.r3d] Page 121 Company Network Building+Consulting June 24,2022 IIIRISA Designer Rachel Huang,P.E. 5:40 PM Job Number Project#: 10150854 Checked By: ,.,.FIrx"I- Model Name 144803-VZW MT LQ_H Member Distributed Loads (BLC 64 : Structure Wi L330 De Continued Member Label Direction Start MairuA (I �`ft...End Mai nitud lblft... 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Start L.oc ion °' End Loca ion ftA 10 M11 z 0 0 0 %100 11 4 .544 0 %100 12 M12 Z 0 0 0 °°100 13 M13 X 544 .544 1 0 %1-0-0 14 M13 Z 0 Q %100 15 M14 X 1.054 1,064 %100 16 M14 z 0 0 0 %100 17 M15 X 1.064 1.064 0 %100 M15 z 0 0 0 ° 1 .00 19 M20 K 0 0 0 %100 0 0 %100 21 M21 X .591 591 Q %100 22 M2 0 0 ° I 0 23 M24 x .21 .21 0 %100 24 M24 Z 0 0 0 %100 2 M25 x .544 .544 0 %100 2 M25 0 0 0 %100 27 M26 X .544 .544 0 %100 28 M26 Z 0 0 0 %100 2 M27 X 0 0 0 %100 30 M27 z 0 0 0 % 1 M28 X 0 0 0 %100 32 M28 Z _ 0 0 0 %100 33 M33 X .591 .591 0 %100 34 M33 Z 0 0 0 %100 Q 35 M34 X .591 .591 0 %100 6 M34 Z 0 0 0 %100 37 M 3 7 X .841 .841 0 %100 3 M37 Z 0 0 0 °1100 39 M38 X 0 0 0 %100 40 M38 Z 0 0 0 %100 41 M39 X 0 0 0 %100 42 M39 Z 0 0 0 %100 43 M40 X .593 .593 0 %100 44 M4Q Z 0 0 0 °0100 45 I M41 X 593 .593 0 %100 4 M41 Z 0 0 0 %100 47 M42 x 0 0 0 %100 46 M42 Z 0 0 0 %100 49 MI 39 X .42 .42 0 %100 50 M1 39 Z 0 0 0 °1100 51 M140 X .977 77 0 %100 2 M140 Z 0 0 %100 53 M141 x .42 .42 0 %100 54 M141 Z 0 Q 9 %100 55 M154 X 0 0 0 %100 56 11111 4 °0 0 0 1 57 MI 55 x .421 _421_ 0 %100 5 M155 z 0 0 0 %100 59 M156 X .421 .421 Q %100 60 M1 56 0 0 ° 0 61 M1 57 l x ,523 .523 0 %100 62 M157 Z 0 _ 0 Q %100 63 M158 x 0 0 0 %100 64 M1 58 Z 0 0 0 %100 1651 M159 x ,523 .523 0 %100 66 M1 59 Z 0 0 0 °101 0 RISA-3D Version 17.0.4 [1...1...1...1...1...t...1...t...1...I...I...1...IAnalysis1144803-VZW NIT L4_H.r3d] Page 130 Company Network Building+Consulting June 24,2022 IIIRISA Designer = Rachel Huang,P.E. 5:40 PM ,Job Number : Project#: 10150854 Checked By: Madel Name 144803-VZW MT L4 H Member Distributed Loads (BLC 68 : Structure Wm-(90 Deg)) (Continued) Men er Lab i Direction Start a nitude ib/ftr.End._M nJ udeIIb/ft._ Start L its % End Locatio ft Yo 7MP4A X 1 .561 0 %i 8 MP4A Z E 0 0 %100 9 MP4B .561 0 %100 ZQ MP4B Z 0 0 0 %109 71 M P4C X .561 .561 0 %100 72 4 %100 73 MP3B X .561 .561 0 °01 0 74 MP3B z 0 0 0 % 75 MP3 X 61 .561 0 %100 %1-00-- 77 MP3A X .561 .561 0 %100 78 MP3A Z 0 0 0 %100 72 MP2 X .561 .561 0 %100 80 MP2A Z - 0 _ 0 0 %100 81 MP2C x .561 .561 0 %1 Q 82 MP2C Z Q 0 0 %100 83 MP2B X .561 .561 0 %1 84 MP2B Z [. _0 0 0 %100 85 MP1A X .561 .561 0 %100 86 MP1 A Z %100 87 MP1 C X .561 .561 0 %100 88 MP1C Z 0 0 %100 9 MPI B X .561 .561 0 %100 Q MP1 B Z 0 0 0 %100 91 QVPMP X .561 .561 0 %100 92 OVPMP Z 0 0 0 %100 93 MI 18 X 1.418 1.418 0 %100 94 W1 1 8 Z 0 0 0 %1 QO 95 M119 X 1.418 1.418 0 %100 96 M1 19 Z 0 0 0 0/0100 97 M120 X .355 .355 0 %100 9 . 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M129 Z 0 0 0 %1 111 M1 30 X 1,064 1.064 0 %100 112, MI 30 Z 0 0 0 %100 . 113 M1 33 X 1.064 1.064 0 %1 114 : M13 z 0 0 0 %100 1151 M1 34 X 1.064 1.064 0 %100 116 M1 34 0 0 %100 17 MI 36 X Q 0 0 °0100 M1 36 0 1 %100 11 MI 37 X 0 0 0 0/0100 120 M 137 Z 0 0 0 %100 1 M1 31 X 1.055 1.055 0 %100 122 M1 31 Z 0 0 0 %100 12M 132 X 1.072 1,072 Q %100 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...I...I...I...IAnalysis1144803-VZW MT LO_H.r3d] Page 131 Company Network Building+Consulting June 24,2022 IIIRISA Designer Rachel Huang, P.E. 5:40 PM Job Number Project* 10150854 Checked By: - Model Name 144803-VZW MT LOTH .Member Distributed Loads (BLC 68 : Structure Wm._�90 Deg)) (ContrnueW Member Label Direction Mart Ma nitude[IFf#...Ertd lea nii 1 .- 9 tag Location f%] End Loo .o 124 M1 32 Z 0 0 °01.00 125 M146 x 1.064 1.064 0 °0100 1 1 Z 0 0 0 Y0100 127 M147 1. 4 1.064 Q %100 12 M147 Z 0 0 0 °/100 Member Distributed Loads (BLC 69 : Structure Wm 120 De Member Label Direction tort la ai l l Ener i ud b/ ,, Mari Lo�[/��tion End ca Jon ft'° 1 MI x .307 .307 0 %10 0 M1 Z .177 7 0 %100 0 3 M2 07 .30 0 °10100 M2 Z 177 .177 0 %100 5 M7 X .682 .682 %100 M7 Z .39 4 0 ° 7 M8 X .171 .171 0 %100 $ Z .099 0 %100 9 M11 X 546 .546 %100 10 M1 1 Z .316 .316 0 °1100 11 -M1 2 X .157 .157 0 %100 12 M12 Z .091 .091 0 %100 13 M13 x .157 .157 0 %100 14 M13 Z .091 .091 0 %100 100 15 M14 X 1.228 1.228 0 %100 16 M14 Z .70 .709 0 %100 17 M15 X 1.228 1.228 0 %100 $ M15 Z 70 .709 0 %100 19 M20 X .171 .171 0 %100 20 M20 Z .099 0 %100 21 M21 x .171 .171 0 %100 22 M21 Z .098 .098 0 %100 23 M24 X 0 0 0 %100 24 M24 Z Q 0 _ %100 25 M25 X .628 .628 0 %100 26 M25 Z .363 .363 0 _ %100 27 M26 X .629 .629 0 % QO 28 M26 Z ,363 .363 0 %100 29 M27 X .307 .307 0 %100 30 M27 Z 177 .177 0 %100 31 M28 X .307 .307 0 %100 3 M28 Z _ .177 .177 0 %100 33 M33 X .171 .171 0 %100 34 M33 Z .098 0 %100 35 M34 X .682 .682 0 %100 36 M34_ Z 4 .394 0 %100 37 M37 x .546 C .546 0 %100 3 M37 Z _316 .316 0 _ °10100 - 9 M38 X .157_ .157 0 %100 40 M38 Z .091 .0_91 0 0 %100 41 M39 X .157 .157 0 %100 2 M39 Z -091 .091 0 %100 43 M40 X .171 .171 0 %100 44 M40 Z .099 Q99 0 %100 45 M41 X .684 .684 0 %100 46 M41 Z .395 .395 0 %100 0 - 47 M42 X .171 .171 0 %100 48 M42 Z .0 .099 0 %100 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...I...I...I...1...IAnalysis1144803-VZW MT LO_H.r3d] Page 132 Company Network Building+Consulting June 24,2022 IIIRISA Designer Rachel Huang,P.E. 5:40 PM Job Number Project#: 10150854 Checked By: Model Name : 144803-VZW IVIT_LQ_H Member Distributed Loads SLC 69 : Structure Wm 120 Se Continued Me her Labe D`r icn Start M ni u 4 I -End Ma nitu e I ff... Start Locationff�] Enid location ft.° 4 MI X .6855 0 %100 M139 Z .395 0 %IOQ 51 14 X .685 0 %100 52 M140 Z 0 %100 53 M141 X .20 .203 0 °1x100 54 M141 Z .117 7 Q %i 00 [�5 Ml 54 X .122 .122 0 %100 56 M154 z 7 % 57 M155 x .122 .122 0 ° 1 5-8 M1 55 z .07 %100 59 C M156 X .486 486 Q %1-0-0 60 156 .281 .281 0 %109 1 M157 X .151 .151 0 °0100 62- -M157 Z .087 .087 0 %100 63 M158 X .151 .151 0 %100 64 15$ 87 .087 0 %100 5 M159 X 0 .604 0 %100 66 M 159 z . 49 .349 0 %100 _67 M P4A X .486 .486 0 %100 68 MIP4A z .281 _281 0 %100 69 MP4B X .4$6 .4 $ 0 %100 70 MP4B z .2al .281 0 %100 71 MP4C X .486 _486 0 %100 72 MP4C Z .281 .2$1 0 %100 73 M P 3 B X .486 .486 0 010100 74 MP3B Z .281 .281 0 %100 75 MP3C X .486 .486 0 _ °l°100 76 MP3 Z .281 .281 0 %100 77 MP3A X .486 .486 0 %100 7 MP3A Z .281 .281 0 %100 79 M P2A X _ .486 A86 0 %100 80 MP2A Z .281 1 0 %100 81 MP2C X .486 .486 0 %100 82 MP2C Z .281 .2 1 9 %100 -83 MP2B X .4$6 .486 0 %100 84 MP2B Z .281 181 0 %100 85 M P 1 A X .48 .486 Q 01100 86 MP1A Z .281 .281 0 %100 87 M P 1 C X .486 .486 0 %100 P C Z .281 -281 0 %100 89 M P 1 B X .486 .486 0 %100 9Q MP1 B Z .281 .281 0 %100 91 OVPMP X .486 .486 0 %100 92 L VPMP Z .281 .281 0 %100 93 M118 X .921 .921 0 %100 94 MI 1Z .532 .532 0 %100 95 M119 X .921 .921 0 0/x100 96 M119 Z .532 .532 0 %100 7 M120 X .921 921 0 %100 98 M120 32 53 %100 99 M121 X .921 .921 0 -%l QQ 100 M121 Z .532 .532 0 %100 101 M122 X 0 0 0 %100 102 M122 Z 0 0 0 %100 1 M123 X Q 0 0 %100 104 M123 Z 0 0 0 %100 105 M124 X .307 .307 0 %l QO RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...I...I...I...IAnalysis1144803-VZW MT L4_H.r3dj Page 133 Company : Network Building+Consulting June 24,2022 IIIRISA Designer : Rachel Huang,P.E. 5:40 PM Jots Number : Project#: 10150854 Checked By: A�tEF U r i&L COUPAPLY, Madel Name : 144803-VZW MT_LO_H Member Distributed Loads .DLG 69 : Structure Wm 120 De-q)) ntinued Member Label Direction cn Ma n'ud l lti...End Alla nitude lir .. Mart Lccatic n f# � End Location ft% 108 M1,24 .177 _17 %100 107 M125 X 7 7 0 ° 100 $ -MI25 Z .177 %1-00. 109 M129 X 07 .307 0 %100 110 M129 z .177 .177 Q %100 00 ill M 13 X .307 307 0 %100 112 M13 177 0 %100 11 M1 33 X 1.228 1.228 0 %100 14 M13 Z 7 .79 0 _ ° 100 115 M134 x 1.228 1.228 Q %100 116 M1 34 Z _ .709 0 %100 117 M 13607 .307 0 %100 11_8 M136 Z -7 .77 0 YQIOO 119 M137 x .307 .307 0 %100 120 , M137 Z .177 .177 0 %100 0 121 M131 X .3 .3 0 %100 1221 M1 31 Z 173 7 0 %100 1231 M1 32 .314 .314 0 %100 124 M132 Z .182 .182 0 %100 125 M146 X 1.228 1.228 0 %100 126 M146 Z .70 .709 0 %100 127 M147 x 1.2-28 1.228 0 %100 128 M147 Z 0 .709 0 %100 Member Distributed Loads (DLC 70 : Structure Wm 1150 Deer)) Member LaW Direction Stat�ll�c�niI c Ib/ft-End Ma nitude lbl o tion ft%� End Locati n %0 1 M1 X 0 0 0 %100 2 M1 Z 0 0 0 %100 3 M2 X 0 0 0 %100 4 M2 Z 0 °0100 5 M7 X .296 .296 0 %100 M7 Z .51 .512 0 1 %100 7 M8 X .296 .296 0 %100 M8 Z .512 .51.2 0 %100 9 M11 x .421 .42.1 0 %100 10 Mil Z .729 .729 Q °/100 11 I M12 X 0 0 0 %100 2 M12 Z 0 0 0 %100 0 13 M13 X 0 0 %100 14 M13 Z 0 0 0 %100 15 M14 X 32 .532 0 %100 16 M14 Z .921 21 0 %100 17 M15 X 32 .532 Q %100 18 M15 Z .921 21 0 %10Q _19 M20 X .296 .296 0 %100 20 M20 Z .512 .512 0 %100--- 21 10021 M21 X 0 0 0 %100 22 M21 Z 0 0_ _ 0 %100 -23-1 M24 X .105 .105 0 °1100 24 M24 Z .182 A82 0 %100 25 M25 X .272 .272 0 %100 26 M25 z .471 ,471 0 %100 27 M26 X ,272 272 0 °10100 28 M26 z _471 1 0 %100 29 M27 X .532 2 0 %100 30 M27 Z .921 .921 0 %100 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...I...1...I...I...IAnalysis1144803-VZW MT LO_H.r3d] Page 134 Company : Network Building+Consulting June 24,2022 IIIRISA Designer : Rachel Huang,P.E. 5:40 PM Job Number _ Project#: 10150854 Checked By: I,;.. Model flame r 144803-VZW MT LO_H Member Distributed Lands (BLC 70 : Structure Wm f150 De Continued Member Label Direction Start Ma nitude lbl --.End Ma nRud lbw... Mart Location ° End Location % 31 M28 X 2 2 .532 0. %1 00 32 M218 z 921 21 0 %100 33 M33 X 0 0 0 %100 34 M33 _ 0 ?ZQ 1 go 35 M34 X .295 .295 0 %100 36 M34 z t51 %100 371 M37 X .105 0 %10-0 38 7 Z $ %IQO 39 M38 X .272 .272 0 %100 M38 Z .471 .471 0 %1.00 41 M39 X .2.72_ .272 0 0/0100 42-1 M39 Z 7 .471 v0 - %100 0 43 M40 X 0 0 0 26 100 Z 0 0 0 %100 45 M41 X .296 .296 0 %100 0 6 M41 Z 513 . .513 0 %100 47 M42 x .296 .296 0 %100 8 M42 Z .513 .513 %100 49 M139 X .488 .488 0 %100 1-50 1 M139- Z .84 ._846 %100 1 M140 X 21 .21 0 °0100 M140 Z 4 z354 0 %100 53 M141 X .21 -21 0 %100 ILII 141 Z .364 0 °0100 5 M154 X _ .211 .211 0 %100 56 MI 54 Z .365 .365 0 %100 57 M155 X 0 0 0 %100 M155 Z 0 0 0 %100_ 59 MI 56 X .211 .211 0 %100 60 M1 56 Z .365 .365 0 %100 61 MI 57 X 0 0 0 %100 r62 M157 0 0 0 63 M158 X .262 .262 0 %100 4 M1 58 Z . 53 °/53 0 10 65 M1 59 x .262 .262 0 %100 66 M1 59 Z .453 .45 0 %100 67 M P4A X .281 .281 0 %100 68 MP4A Z .486 °/6 0 10 69 MP4B X .281 281 0 %100 M P4 B Z .486 .486 0 71 MP4C X .281 .281 0 °10100 72 MP4C Z .486 .486 0 %100 3 MP3B X .281 .281 0 i %100 4 MP3B Z .486 .486 0 %100 75 MP3C X .281 .281 0 %100 76 MP3C Z .4 .486 Q %1 77 MP3A X .2$1 .281 0 %100 7$ P A Z 1486 .486 0 %100 79 M P2A _ X .281 .281 0 0/010 0 80P Z .486 .486 0 %100 81 . MP2C X .281 ._281 0 %100 82 MP2C Z A86 .486 0 %100 83 MP2B x .281 .281 0 °10100 84 MR B Z .4$6 .486 0-- --, %100 85 MP1A X .281 .281 0 %100 86 M P 1 A Z .48 .486 0 %100 $7 MP1 C X .281 .281 0 %100 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...1...1...IAnalysis1144803-VZW MT_LO_H.r3d] Page 135 Company : Network Building+Consulting June 24,2022 Designer : Rachel Huang,P.E. 5:40 PM IIIRISAJob Number : Project*10150854 Checked By: Madel Name : 144803-VZW MT LO'H Member Distributed Loads (BLC 70 : Structure Wm (150 De-r)) (Continued) Heather bel Dir c ipina FUla ude Ib/ft...End Ma niter a Ibff ... St art Lmaltonn ft%1 End Location M 88 MPI C Z .486 0 %100 $ MP1B x a 1 .281 0 %100 9 MPIB Z 4 86 %100 91 OVPMP x .281 0 °1100 9 OvPMIP Z .486 .486 0 100 L93 M118 x .177 77 0 %100- MI 18 Z= 7 7 0 %100 95 M119 x .177 .177 0 %100 MI-1-9 z 307 .307 0 Y21 00 7 M12-0 x .709 .709 %100 98 120 z 1,228 1.228 0 %100 99 M121 x .709 .709 %100 100 M121 Z 1. 1.228 0 %100 1 M122 x .177 .177 0 %100 102 M122 Z f.307 7 0 %100 0 1 M123 x .177 .177 %100 104 M1 23 Z .3 30 %100 105 M124 x .532 .532 0 %100 106 M124 Z013 1 .921 0 %100 107 M125 x .532 .532 0 %100 108 M125 Z 21 .921 0 °11 109 M129 x 0 0 0 %100 110 M129 Z 0 0 %100 Ill MI 30 x 0 0 0 %100 112 , M130. Z 0 I 0 0 %100 113 MI 33 x .532 .532 0 %100 114 M1 33 Z .921 .921 0 %100 115 , MI 34 x .532 .532 0 %100 116 MI 34 Z .921 .921 0 °10100 117 M1 36 x .532 .532 0 %100 118 . M1 36 Z .921 .921 0 %100 119 MI 37 x .532 .532 0 %100 1 0 MI 37 Z .921 .921 0 %100 1211 M1 31 x 3.3e-5 3.3e-5 0 %100 MI 1 Z 5.7e-5 5.7e-5 0 %100 12. 3 MI 32 x 3.4e-5 3.4e-5 I 0 %100 24 . M1 32 Z 5.8e-5 5.8e-5 0 %100 125 M146 x .532 32 0 I %100 16 M146 Z .921 .921 0 %100 127 M147 x .532 32 0 %100 28 M147 Z .921 .921 0 %100 Member Distributed Loads LBLC 71 : Structure Wm (780 Deer)) Member Label Direction Start Ma nitude[lb/ft.. udellb/ft...- Start Loggtignft%] End Location U 1 MI x 0 0 %100 2 MI Z .355 %100 3 M2 x 0 0 0 %100 4 M2 Z .355 5 0 %100 5 M7 0 0 0 %10 6 M7 Z .197 .197 0 %100 7 M8 x 0 0 0 %100 Ma Z .788 .78$ 0 %100 9 Mil x 0 0 0 %100 10 Mil Z .631 .631 0 %100 11 M12 x 0 _ 0 0 %100 12 M12 Z .181 .181 0 r %100 RISA-3D Version 17.0.4 [1...1...t...1...t...1...t...1...1...1...I...I...IAnalysis1144803-VZW MT LO_H.r3d] Page 136 Company : Network Building+Consulting June 24,2022 Designer Rachel Huang,P.E. 5:40 PM IIIRISAJob Number Project#: 10150854 Checked By: Model Name : 144803-VZW MT LQ H Member Distributed Loads (BLC 71 : Structure ' ►fit 180 Be Continued Member.Label Direction Start Manitude I /ft...En rti 6 / .. Start Loca#ian[ft,%] n L cation' a. 13 M13 X 0 0 0 %100 Z .181 .1 -%100 15 M14 I X 0 0 0 %IQQ M 4 I Z .355 .355 0 %100 17 M15 X 0 0 0 ° 1 0 18 M15 .35 %100 9 M20 X 0 0 0 %.100 20 M20 Z 88 0. %100 21 M21 X 0 I 0 0 °10100 22 M21 z -197 .197 °/x100 23 M24 X 0 0 0 %100 2 M24 Z .6 1 0 °10100 25 M25 x 0 0 0 %100 26 M25 Z .181 0 %100 27 M26 x 0 0 Q %100 28 M26 Z 8 .1 %100 29 M27 0 0 0 %100 30 M2Z z 1.418 1.418 0 %100 31 M28 X 0 0 0 %100 32 M28 Z 1.418 1.418 0 °10100 33 M33 X 0 0 0 %100 34 M33 Z -.197 197 0 °0100 35 M34 X 0 0 0 %100 36 M34 z .197 .197 1 0 %100 37 M37 X 0 0 0 %100 38 M37 Z 0 0 0 %100 39 M38 X 0 0 0 %100 _40 M38 Z .72 .726 0 %100 41 M39 X 0 0 0 %100 1 42 M39 I Z .726 .726 0 %100 143 M40 X 0 0 0 %100 44 M40 Z .198 198 0 %100 45 M41 X 0 0 0 %100 46 M41 Z .198 .198 %100 47 M42X 0 0 0 %100 48 M42 _ z .79 .79 0 %100 49 M1 39 X 0 0 0 °10100 50 M139 z .791 .791 0 %100 51 M140 X 0 0 0 %100 52 M140 z .235 .235 0 %100 53 M1 41 X 0 0 0 %100 54 M141 z .791 .791 0 %100 55 M154 X 0 0 0 1/0 Q 56 MI 54 z .561 .561 0 %10 0 57 MI 55 X 0 0 0 %100 58 M1 55 z .14 .14 0 %100 59 M156 X 0 0 0 %100 M156 Z .14 0 %100 611 MI 57 X 0 0 0 .%100 M1 57 Z .174 7 0 %100 63 M158 X 0 0 0 %100 4 M1 58 Z .698- .698 0 °10100 65 M159 X 0 0 0 %100 6 M1 59 Z .174 .174 0 %100 67 M P4A X 0 0 0 %100 68 M P4A Z .581 _ .561 4 %100 69 M P4 B X 0 0 0 %100 ----1 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...I...1...\Analysis1144803-VZW MT_LO_H.r3d] Page 137 Company Network Building+Consulting June 24,2022 IIIRISA Designer = Rachel Huang,P.E. 5:40 PM Job Number : Project#: 10150854 Checked By: Model Name : 144803-VZW MT LO H Member Distributed Loads (BLC 77 : Structure Wm (784 Deco)) (Continued) _ Member Label Direction Start Ma nit g- b/ft_-_End Ma nitudefIb ... SW Location % End LocationAW i70l M 4 Z .561 56 0 %100 MP4C X 0 0 0 %Q 1.0 2 MP4C z .551 .561 0 %100 MPS X 0 0 0 %100 F3A_ MP3B Z .561 °l 100 7 MP3C 0 0 0 %100 76 MP3Q Z 61 .561 0 °/0100 77 MP3A X 0 0 0 %100 78 MPA Z .561 -561 0 %100 79 MP2A X 0 0 0 %140 80 MPA Z .561 _ 1 0 %100 81 MP2C X 0 0 0 %100 2 MP2C Z .561 ,56 0 %100 3 MP2B x 0 0 %100 84 2 B Z .561 1 0 %1 QO 5 MP1A X 0 0 0 %100 86 MP1A Z . 61 .561 0 %100 87 MP1 C X 0 0 0 %100 88 MPIC Z .561 .561 0 %100 89 MP1B X 0 0 0 °1x100 0 MP 1 B Z .561 ,56 0 %100 91 OVPM P X 0 0 0 °0100 2 OMPMP Z .561 _ 1 0 %100 93 M1 18 X 0 0 0 %100 4 M1 18 Z 0 0 0 °Q10 95 M119 X 0 0 0 %100 96 M119 Z 0 0 0 %100 97 M120 X 0 0 0 %100 981 M120 Z J 1,064 1.064 0 %100 99 M121 X 0 0 0 %100 100 M121 Z 1.064 1.064 0 %100 101 M122 X 0 Q 0 %100 102 M122 Z 1.064 I 1.064 0 %100 103 M123 x 0 0 0 %100 104 M123 Z 1.064 1.064 0 Y01 QO 105 M124 X 0 0 0 %100 106 M124 Z 1.418 1.418 0 °I 100 107 M125 X 0 0 0 °0100 _108 M125 Z 1.418 1.418 0 %100 109 1111129 X 0 0 0 %100 110_ M129 Z -355 .355 0 °0100 111 M1 30 X 0 0 0 %100 112 MI 30 Z .355 .355 0 %100 00 113 M1 33 X 0 0 0 %100 114 M133 Z .355- .355 0 %100 i i 9--r M134 x 0 0 0 %100 116 M134 Z .355 5 0 %100 0 117 M13 X 0 0 0 %100 11$ M136 Z 1,418 1.418 0 %100 119_1 M137 X 0 0 0 %100 . 1201 Z 1.41$ .1,418 0 %100 121 : M131 X 0 0 0 %100 122 M1 31 Z .363 .363 0 %100 123 M1 32 X 0 0 0 %100 124 Ml 3 Z .346 .346 0 %100 125 M146 X 0 0 0 %100 1.26 M146 Z .355 .355 0 %100 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...I...I...IAnalysis1144803-VZW MT LO_H.r3d] Page 138 Company : Network Building+Consulting June 24,2022 Designer : Rachel Huang,P.E. 5:40 PM IIIRISAJob dumber _ Project#: 10150854 Checked By: Model Name 144803-VZW MT_LO_H AME Member Distributed Loads (BLD 71 : Structure Wm (180 De-q)) Montinueyj Member Label Direction Start fla'la nitude f.,.End Ma q nitud tart Loca# End Lcca ° 7 M147 X 0 0 %100 1281 M147 Z .3 5 .355 0 °110 !Member Distributed Leads LBLC 72 : Structure Wm 21O De Member r Lb l Directi tart MagnitudefIbIft-End M its l L ;�_(LQ n , ol End L Vii+n 1 M1 X 2 -.532 0 %100 2 M 1 z 921 21 0 % 3 M2 X -.532 -,532 0 %100 4 M 2 Z .921 .921 0 %100 5 X 0 0 0 %100 6 M7 Z 9 0 0 %100 7 M8 X -.296 -,29a-- 0 %100 8 M8 12 .512 %100 9 1 X -.105 -.105 0 %100 10 Mil Z 1 .182 0 %100 11 M12 x -.272 -272 0 %100 12 M12 Z .471 .471 0 %100 13 M13 X -.272 -.272 0 %100 14 M13 Z -.471 .471 Q %100 15 M1.4 X 0 0 0 1 %100 16 M14 Z 0 0 Q %100 17 M15 X Q 0 0 %100 18 M15 Z 0 9 0 %100 19 M20 X -.296 -.2 0 %100 20 M20 Z .512 %100 21 M21 X -.296 -.296 0 %100 22 M21 z .512 .51 0 %100 23 M24 X -.421 -.421 0 %100 T 2 M24 .729 .7 °° 25 M25 X 0 0 0 %100 M2 Z 0 Q 0 %100 M26 X 0 0 Q %100 28 M26 Z 0 Q 0 ° 29 M27 X -.532 -_532 0 °1x100 30 M27 Z .921 0 %10 31 M28 X -,532 -.532 0 %100 32 M28 Z .921 --.921 0 %100 M33 X -.296 -.296 0 %140 34 M33 z .512 %1 35 M34 X 0 0 0 %100 36 M34 z 0 0 0 ° 37 M37 X -.105 -.105 0 %100 38 M37 Z .182 0 %i ao 39 M38 X -,272 -,272 0 °I0100 40 M38 Z .471 .471 0 %100 41 M39 X -.272 -.272 0 %100 42 M39 Z .471 °0100 4 M40 _ X -,296 -.296 0 %100 44 M40 Z 1 .513 0 %100 45 M41 X 0 0 0 °10100 46 M41 Z 0 0 0 %100 47 M42 X -.296 -.296 0 %100 48 M42 Z _513 0 °1100 49 M139 X -.21 -.21 0 % 00 M139 Z .3 4 .364 0 %100 51 M140 X -.21 -.21 0 %100 RISA-3D Version 17.0.4 [t...1... ...1...1...1...1...1...1...1...I...I...IAnalysis1144803-VZW MT_LO_H.r3d] Page 139 Company Network Building+Consulting June 24,2022 IIIRISA Designer Rachel Huang,P.E. 5:40 PM Job Number Project#: 10150854 Checked By: Model Name : 144803-VZW IUIT_LC_H Member Distributed Loads (BLC 72 : Structure Wm L210 De Continued Member Label Direction Start Ma nits l _.End Ma nitude Iblf... Mart LocationIfL%L End Location 0/ 52 M140 z .364 t364 0 % 53 M141 -4488 -.4 0 %100 54 M 1 14 46 0 %100 M154 X -.211 -.211 0 %100 56 M1 54 Z .3 .365 0 %100 57 M155. X -.211 -.211 %100 M155 Z 0 °010 59 M156 X 0 0 %100 M15 Z 0 ° 100 6 MI 57 X -.262 -.262 %100 15 Z .453 4 0 %1 0 63 MI 58 X -,262 -.262 %100 64 X11 Z .453 _453 0 %100 65 M159 X 0 0 0 %100 - 66 M159 Z 0 _ 0 °Q1 0 7 MP4A X -.281 -.281 0 °/x100 68 M P4A Z .486 4 0 ° 0 69 MP4B X -.281 -.281 0 %100 70 MP4B Z .486 .4 0 %100 71 MP4C X -:281 -.281 0 %100 MPC Z .486 AN 0 %100 73 MP3B X -.281 -.281 0 %100 74 M P 3 B Z .486 .486 0 %100 0 75 MP3C X -.281 -.281 0 %100 76 MP3Q Z ,486 .486 0 °1100 77 MP3A X -.281 -.281 0 %100 78 M P 3A Z .486 .486 0 %100 79 MP2 X -.281 -.281 0 %100 80 MP2A Z _486 .486 0 %100 81 MP2C X -.281 -.281 0 %100 82 M P2C Z .4 .486 0 %100 83 MP2B X -.281 -.281 0 %100 84 M P2 B Z .486 .486 0 %100 85 MP1A X -.281 -.281 0 %100 MP1A Z .486 .486 0 %100 t87 MP1 C X -:281 -.281 0 %100 MP1C I Z _4 .486 0 %100 89 MP 1 B X -.281 -.281 0 %100 90 M P 1 B Z .486 .486 0 %100 0 91 QVPMP X -.281 -.281 0 /0100 92 OVPMP Z .486 .486 0 %100 93 MI 18 X -.177 -.177 0 %100 4 M1 18 Z .307 _ .307 0 %100 95 M1 19 X -.177 -.177 _ 0 %100 9Q M119 Z -307 .307 0 _ ; %100 97 M120 X -.177 -.177 0 %100 98 M120 Z .307 0 %100 99 M121 X -.177 -.177 0 %100 1 0 M121 Z .307 07 0 ° 1 101 M122 X -,7 -.709 0 °l0100 1 2 Z 1.228 1.225 0 100 103 , M123 X -209 -.709 0 %100 1 4 M 123 Z 1.228 1.22$ 0 %100 105 M124 X -.532 -.532 0 %100 106 M124 Z .921 1921 0 %100 107 M1 25 X -.532 -.532 0 %100 108 M125 Z .921 921 0 %100 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...I...I...I...IAnalysis1144803-VZW MT LO_H.r3d] Page 140 Company : Network Building+Consulting June 24,2022 IIIRISA Designer : Rachel Huang,P.E. 5:40 PM Job Dumber : Project#: 10150854 Checked By: . , Model Name : 144803-VZW NIT_La_H Member Distributed Loads .BLC 72 : Structure Wm L210 De Continued Member Label Directiont M nitride'IbIft...En�d M nitud ib tart Lcc itA End Location M129 x -.532 -,532, 0 %100 11 M129 Z 2 1 0 %100 111 M130 X -.532 -.532 0 010100 n130 Z .921 °1 0 %100 113 Ml 33 x 0 0 %100 1 1 Z 0 %1 115 M134 x 0 0 %100 E1_ 0 0 0 117 M136 X -.532 -.532 0 %100 1 8 1 °/z .921 .921 0 1 -0-0- 11 M1 7 x -.532 -.532 I 0 %100 120 Ml 37 Z .921 %100 121 M131 X -.536 -.536 0 °1x100 122 1 M1 31 2 .929 %100 M132 I X -,528 -.52_8 0 %100 124 Ml 32 Z .914 .914 0 %100 125 M146 x 0 0 I 0 %100 126 M146 Z 0 ' 0 0 %100 127 M147 x 0 0 I 0 --%100 128 M147 Z 0 0 %100 Member Distributed Loads (BLC 73 : Structure Wm 240 De Member Lahgl Direction Start Magnitude IbIfi-End M ni ude[1 l .. Start Locat'lonfftAl End WeationMN 1 M1 _ X -1.228_ -1.228 0 ! %100 2 M1 Y Z I .709 0 1 %100 3 M2 x -1.228 -1.228 _ 0 %100 4 M2 Z 09 .709 0 %100 5 M7 X -.171 -.171 0 %100 6 M7 Z 09 .099 0 %100 7 M8 I X -.171 -171 0 %100 8 M8 Z .099 .099 0 _ %100 9 M11 X 0 0 0 %100 10 M11 Z 0 0 0 %100 11 M12 X -.628 -.628 0 %100 12 M12 Z _ .363 .363 0 %100 13 M13 X -.628 -.628 0 %100 14 M13 Z .363 .363 0 %100 15 M14 X -.307 -.307 0 %100 16 M14 Z .177 .177 0 %100 17 M15 X -.307 -.307 0 %100 18 M15 Z .177 ,177 0 %100 19 M20 X -1171 -.171 .1 _ 0 %100 20 M20 Z _ .099 .099 0 %100 21 M21 x -.682 -.682 0 %100 22 M21 Z .394 .394 0 . %100 23 M24 x -.546 -.546 _ 0 %100 24 M24 Z _316 .316 0 %100 25E M25 X -.157 -.157 0 %100 2 M25 Z .091- .091 0 %100 0 27 M26 -.157 -.157 1 0 %100 28 M26 Z .091 .091 0 %100 2 M27 x -.307 -.307 0 %100 30 M27 Z .177 .177 0 01100 31 M28 X -.307 -.307 0 °/x100 32 M28 Z .177 .177 0 %100 33 111133 X -.682 I -.682 0 %100 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...1...I...IAnalysis1144803-VZW MT-LO_H.r3d] Page 141 Company : Network Building+Consulting June 24,2022 IIIRISA Designer ; Rachel Huang, P.E. 5:40 PM Joky Number : Project#: 10150854 Checked By: Model Name 144803-VZW MT LO H Member Distributed Loads (BL C 73 : Structure Wm- 40 Deg)) X ontinuegU Member Label Direction Mart Me nituda IbIf#...End Maa nilude -- Start Location ft%O End Location % 34 M33 Z .394 .394 0 %100 35 M34 -.171 -.171 0 %1 .00 36 M34 Z %100 7 M37 X -.546 -.546 0 %100 38 M37 Z 6 0 %100 39 M38 X - 157 -.157 0 %1QQ 40 M38 Z .091 0 %100 41 M39 X -,157 -.157 0 %100 2 M32 Z .091 0 %100 43 M40 X -.684 - 0 %100- 44 M40 z 01U4 .39 5 0 %100 F45 M41 X -.171 - 171 0 %Q100 4 Z .099 %100 47 M42 X -171 - 0 %100 48 M42 Z .099 .099 %100 49 M139 X -.203 -.203 0 %100 M139 Z .117 .117 0 %100 51 M140 X -.685 _ -.685 0 %x100 52 4 Z .396 .396 0 %100 153 M141 X -.685 -.685 0 %100 .39 .396 4 %100 55 M154 X -,122 -.122 0 %100 3C M154 Z .07 .07 0 %100 57 M1 55 X -.486 -.486 0 %100 58 M1 55 Z .281 281 0 %100 59 M1 56 x -.122 -.122 0 %100 M1 56 Z .07 .07 0 %100 1 M157 X -.604 -.604 0 %100 62 M1 57 Z .349 0 %100 J-63 M1 58 X -.151 -.151 0 %100 158 Z 087 7 0 %100 65 M1 59 x -.151 -.151 %100 t67 M159 Z .087 .0 0 %Q100 MP4A x -.486 -.4$6 0 %100 MP4A Z .281 0 %100 69 MP4B X -.486 -.486 0 %100 70 MP4B Z .281 1 0 %100 71 MP4C x -.486 -.486 0 %100 72 MP4C Z .281 .281 0 %100 73 MP3B X -.48 -.486 0 %100 74 MP3B Z .281 zal 0 %100 7 MP3C X -.486 -.48 0 %100 7 MP3C Z ,281 1 0 %100 77 MP3A X -.486 -.4$ 0 %x100 7 MP3A Z .281 %100 79 MP2A x - -_486 0 %100- 80 MP ..281 0 %100 81 MP2C X -.486 -A86 0 %100 82 MP2,C .281 .281 0 %100 83 MP2B X -,486 -_486 0 %100 $ .281 .281 0 %100 85 MP1A X -.486 -.486 0 %100 86 MP1A z .201 .281 0 %100 7 MP1 C x -.486 -.486 0 %100 88 MP1 C Z .281 .281 0 %100 89 MP1 B X -.486 -.4$6 0 %Q100 90 MP1B Z .281 .281 0 %100 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...I...I...\Analysis1144803-VZW MT_LC_H.r3d] Page 142 Company Network Building+Consulting June 24,2022 Designer Rachel Huang,P.E. 5:40 PM IIIRISAJob Number : Project#: 10150854 Checked By: Model ae : 144803-VZW MT LO H Member Distributed Loads LBLC 73 y Structure Wry (240 De-q)) (Continued Member Label D'rec ion Start Manitude IbIft-End Magnitudeflb/ft.-.. 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Start Lc E � End Location fl%,.]_, 1 M1 X -1.064 -1.064 0 %100 2 M1 Z 0 0 0 %100 3 M2 X -1.064 -1.064 0 %100 4 M2 Z _ 0 0 0 %100 5 M7 X -.591 -.591 0 %100 6 M7 Z 0 0 %100 7 M8 X 0 0 0 %100 8 M8 Z 0 0 0 %100 9 M 11 K -.21 -.21 0 %100 10 M11 z 0 0 0 %100 11 M12 X -.544 -.544 0 %100 12 M12 z 0 0 0 %-100 13 M13 ax -2544 -.544 0 %100 14 M1 0_ %100 15 M14 X -1.064 L -1.064 0 %100 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...I...I...IAnalysis1144803-VZW MT LO_H.r3d] Page 143 Company : Network Building+Consulting June 24,2022 IIIRISA Designer : Rachel Huang,P.E. 5:40 PM Jots Number & Project#: 10150854 Checked By: Model Name : 144803-VZW MT L4=H Member Distributed Loads (BLC 74 : Structure_Wm--. 70 Deco)) XontinuegQ Member Label Direction Start Ma nitude ibift...End Ma nit I ft... 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Start Locati n ft% End Location[ft.!l 1 MI X -.307 -.307 0 %100 0 2 MI Z -.17 - %100 3 M2 x -.3 7 -.307 0 %10--Q M2 Z -.177 0 %100 5 M7 X -.682 -.682 0 %100 7 Z -.394 -.394 0 %10Q 7 M8 X -.171 -.171 0 _ %100 M -.099 -.0 %100 9 M1 I X -.546 -.546 0 %100 1-0 Mil 1 I -.316 0 %100 11 M12 X -.157 -,157 0 %100 100 1 _MI2 z -'Q91 -'091 0 %100 13 M13 X -.157 -.157 0 %100 4 W3 Z -.091 -.091 0 %100 15 M14 X -1.228 -1,228 %100 M14- Z -.7 -.709 0 %T00 17 M15 X -1.228 -1.228 0 %1.00 18 M1 5 - -.709 0 %1 W 19 M20 x -6171 1 -.171 0 %100 20 Z - -'099 0 %100 21 M21 X -.171 -.171 0 %100 2 - -.098 0 °° 00 2 3 M24 x 0 0 0 %100 24 L M24 z 0 0 0 %10-0 25 M25 X -.628 =,628 %100 26 M26 -.363 -.363 0 °0100 27 _ M26 x -.629 -.629 0 %100 28 I_ M26 Z -.363 -.363 0 %100 Q _29 M27 X -.307 -307 0 %100 30 M27 Z -1177 -.177 0 %100 31 M28 X -.307 -.307 0 %100 32 M28 Z -.177 -.177 0 %100 33 M33 X --171 -.171 _ 0 %100 4 M33 Z -.098 -.098 1 0 %100 35 M34 X -.682 -.682 0 %100 36 M34 Z -.394 -.394 0 %100 37 M37 X -.546 -.546 0 %100 38 M37 Z -.316 -.316 0 °1x100 39 M38 X -1157 -.157 0 %100 40 M3 0 Z -_ 1 -.091 0 %100 41 M39 X -.167 -.157 0 %100 42 M39 Z -.091 -,091 0 - %100 43 M40 x -.171 -,171 0 %100 44 _ M40 Z -_099 -.099 0 %100 0 45 M41 X -_684 -.684 0 %100 46 M41 Z -.395 -.395 0 %100 47 M42 X -.171 -,171 0 %100 48 -0- °/9 0 100 49 M1 39 X -.685 1 -.685 0 %100 50 M139- -.395 0 %100 51 M140 x -.685 I -M5 0 %100 52 M140 Z -.395 -.395 0 %100 53 M141 X -.203 -.203 0 °1100 54 M141 Z -.117 -.117 0 %100 55 M1 54 X -.122 -.122 0 %100 56 MI 54 Z -.07- 1 -.07 0 %100 57 M155 X -.122 1 -.122 0 %100 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...I...I...IAnalysis1144803-VZW MT LO_H.r3d] Page 146 Company Network Building+Consulting June 24,2022 Designer Rachel Huang,P.E. 5:40 PM IIIRISAJob Number ; Project#: 10150854 Checked By: ,it, C rJ sk,.r Model Name 144803-VZW NIT LC, H Member Distributed Loads (BLC 75 : Structure WM DOO Be Continued Nlrn r L bel Direction Mart Ma nitude Ib/ft,..ERd_. ar�ni� bl de I �... Start�Locati n ft% w '° End Loion 58 M155 Z _ -. 7 -.07 %100 0 59 M156 x -,486 I -.486 0 %100 M 1 6 z -.28-1 -.261 0 YQIOO 61 M157 x -.151 -.151 0 %100 62 M1 57 Z -,0$7 7 0 %100 63 M158 X -151 -.151 0 %100 6 1 z 7 - 0 °° 1 65 M159 X -,604 -.604 0 00 -Mi 5 -.349 - 0 ° 67 .100 MP4A X -.486 -.486 0 %100 68 ' °/-.281 -.281 0 1 -0-0- MP4B X -A86 -.48 0 °/100 0 MP4B z -.2 1 -.281 0 %100 7 71 1 MP4C X I -A86 -.486 0 °10100 72 M P4C z -.281 -.281 0 %100 73 MP3B X -.486 -.4$6 0 °/100 74 MP3B z -1401 -.281 0 %100 75 MP3C X -.486 -.486 0 %100 76 MP3C z -.281 -.281 0 %100 77 MP3A X -.4 -.486 0 %100 78 MP3A z -,281 -.281 0 %100 79 MP2A X -.4 -.486 0 °/v 100 80 M P2A z -.2 -.281 0 %100 81 MP2C X -1486 -.486 0 %100 82 MP2-c-- -.281 -.281 0 %1-00-- 83 / 0083 MP2B X -.486 -.486 0 %100 84 MP2B Z -281 -.281 0 %100 85 MP1A X -.486 -.486 0 %100 86 MP1A Z -,281 -.281 0 %10 87 M P 1 C X -.486 -.486 0 %100 88 MP1 C Z -,281 -.281 0 %_100 89 M P 1 B X -.486 -.486 0 %100 90 M P 1 B Z -.281 -.281 0 %100 91 QVPMP X -.486 -.486 Q %100 92 VP P Z -281 -.281 0 %100 93 M118 X -.921 -.921 0 %100 94 MI 18 Z -.532 2 0 %1_00 0 95 M119 X -1921 -.921 0 %100 96 M119 Z -.532 -.532_ 0 °/0100 97 M120 x -.921 -_921 0 °1x100 98 M1 2Q Z -.532 -, 2 0 °Q 100- 99 M121 X -_921 -.921 0 %100 100 M121 Z -.532 -_532 0 °I 10 101 M122 X 0 0 0 %100 102 M122 z 0 0 0 %100 103 , M123 X 0 0 0 °0100 04 M123 z 0 0 %100 105 M124 X -,307 -.307 0 %100 106 , M124 -.177 -.177 0 %100 -1-071 M125 X -,307 -.307 0 °Io10Q 1081 M1 25 z -.177 -.177 0 %100 109 M1 29 X -307 -.307 0 %100 1101 M129 z - 177 -.177 0 %100 111 M130 X -,307 -_307 0 %100 112 MI 30 z - 177 -.177 0 %100 113 M133 X -1.228 -1.228 0 %100 114 M133 z -709 -_709 0 %100 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...I...I...IAnalysis1144803-VZW MT LO_H.r3d] Page 147 Company Network Building+Consulting June 24,2022 Designer Rachel Huang,P.E. 5:40 PM IIIRISAJob Number : Project#:10150854 Checked By: Model Name 144803-VZW MT ,L4H Member Distributed Loads (BLC 75 : Structure Wm Deg)) (Continued) Member Label Direction Start Magnitude Ib/ft...End Ma niftLde lbAf L i n fl / End L tion % 1 M1 34 x -1. -1.228 0 %100 1 34 Z -709 -.70 %100 0 117 M136 x 307 - %100 11$ M136 z - 177 -.177 0 %100 119 M1 37 X -,307 -.307 0 %100 - 77 -.177_ 0 ?6100 121 M 1 1 X -.3 -.3 0 %100 122 MI 31 - -173 0 %100 123 1 2 14 -314 0 %100 124 M1 32 Z - -182 %.10-0- M146 Q 12 M146 X -1.228 -1.228 0 %100 0 12 M 146 Z -.709 - 0 %100 127 M147 x -1.228 -1.228 0 %100 128 ! M147 Z -.709 -709 0 %100 Member Distributed Loads (SLC 76 : Structure Wm (330 Deco)) Meati er Laky l Dicecna nitud ib/ft...End Ma nitude IbIf... Mart Lo tion # n t tift°I 1 M1 x 0 0 0 %100 2 M1 Z 0 0 0 %100 3 M2 X 0 0 0 %100 4 M2 Z 0 0 0 %100 5 M7 X -.296 -.296 0 %100 6 M7 Z -.512 -.512 0 %100 7 M8 X -.296 -.296 0 %104 8 M8 Z -.512 -.512 %100 9 Mil X -.421 -.421 0 %100 10 M11 Z -.729 -,729 0 %100 11 M12 X 0 0 0 %100 12 M12 Z Q 0 0 %100 13 M13 X 0 0 0 %100 14 M13 Z 0 0 0 %100 15 M14 X -.532 -.532 0 %100 16 M14 Z -.921 -.921 0 %100 17 - M15 X -.532 -.532 0 %100 18 M15 Z -.92.1 -_921 0 %100 19 M20 X -.296 -.296 0 °1100 20 M20 Z -.512 -.512 0 %100 21 M21 X 0 0 0 %100 22 M21 Z Q 0 0 %100 23 M24 X -1105 -.105 0 %100 24 M24 Z -.182 -7,1.82 %100 25 M25 X -.272 -.272 0 %100 26 M25 Z -.471 - 0 %100 27 M26 X -.272 -.272 0 %100 28 M26 Z -.471 -.471 0 %100 29 M27 X -.532 2 0 %100 M27 Z -.921 -.921 0 %100 31 M28 X -,532 -.532 0 %100 32 M28 Z -.921 -.921 0 %100 33 M33 X 0 0 0 %100 34 M33 z 0 0 0 %100 35 M34 X -.295 -.295 0 %100 6 M34 Z -,512 -.512 0 %100 7 M37 X -.105 -.105 0 %100 38 M37 z -.182 -.182 0 %100 39 M38 X -,272 -.272 0 %100 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...1...1...lAnalysis1144803-VZW MT LO_H.r3d] Page 148 Company Network Building+Consulting June 24,2022 IIIRISA Designer Rachel Huang, P.E. 5:40 PM Job Number Project* 10150854 Checked By: Model Name 144803-VZW MT LC_H member Distributed Loads (BLC 76 : Structure Wm 330 De Continued Mer er Lahei Dir tion Start Ma nitude lblft...End Ma nit udgJIb/ft_. SLgrt LocationIftAll End Locationft% M38 Z 1 -.471 0 %100 41 M39 -.272 -.272 0 %100 42 ma Z -.47 -1471 0 Y91 00 4 M40 0 Q %100 M40 Z 0 0 0 %100 45 M41 x -.296 -.296 0 %100 46M41 z -.513 3 0 %1,00- 47 47 M42 X -.296 - 0 %100 48 M42 z -.513 -.513 0 %100. 49 M139 X -.488 -.48 0 %100 0 M1 39 -.846 -.846 0 %100 5 M14 -.21 -.21_ 0 %100 _ 2 M140 Z_ _ 4 -.364 0 %100 53 M141 X -.21 -.21 0 %100 4 M141 Z _ -364 -.364 0 %100 55 M1 54 X -.211 -,211 0 %100 . 56 M154 Z -- 65 -.365 0 %100 57 M155 X 0 0 0 °/0100 58 M155 Z 0 0 0 %100 59 M1 56 X -.211 -.211 0 %100 60 M156 Z -_3 -.365 0 %100 61 M1 57 X 0 0 0 %100 62 M1 57 Z 0 0 0 %100 63 M158 X -.262 -.262 0 %100 64 M158 Z -.453 -.453 0 %100 65 MI 59 X -.262 -.262 0 %100 66 M1 59 Z -.453 ".453 0 %100 67 M P4A x -.281 -.281 0 Y91 00 68 M P4A z -.486 -.4$6 0 %100 69 MP4B X -.2$1 -.281 0 %100 70 MP4B Z -.486 -A86 0 %100 71 MP4C X -_2$ -.281 0 %100 72 M P4C Z -.486 -.486 0 %100 73 MP3B X 1 -.281 -.2$1 0 %100 74 MP3B Z -.486 -.486 0 %100 75 MPC X -_281 -.281 0 %100 76 MP3C Z -.486 -.4$ %100 77 MP3A X -_281 -.281 0 %100 78 MP3A Z -.486 _A86 _ 0 %100 79 MP2A X -_281 --281 0 °1100 80 MP2A Z -.486 -.486 0 %100 81 MP2C X -.2$1 -.281 0 %Q100 82 MP2C Z -.486 -.486 0 %100 83 MP2B X -.2$1 -.281 0 %100 84 MP2B Z -.486 -.486 0 %100 85 MP1A I X -.281 -..281 0 %100 86 MP1 A Z _ -4 -.486 %100 87 MP1 C -.2$1 -.281 0 %100 88 MP1 C Z - 86 -.486 %100 89 M P I B► X -.281 -.281 0 %100 0 1 M P 1 B Z -.486 0 %100 91 OVPMP X -.281 -.281 0 %100 2 OVPMP Z -.48 -.486 0 %100 93 M11$ x -.177 -.177 0 %100 4 M1 18 Z -.307 -.307 0 %100 95 M1 19 X -177 -,177 0 %100 6 M119 Z -.307 -307 0 %100 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...I...I...IAnalysis1144803-VZW MT L4_H.r3d] Page 149 Coa : Network Building+Consulting June 24,2022 IIIRISA Designer Rachel Huang,P.E. 5:40 PM Job Number #: 10150854 Checked By: v, Model Fame 144803-VZW MTLO H Member Distributed Loads BLC 76 : Structure Wm 330 De Continued Memb r La el Direction Start Ma nitude IbIft,.EnO M i ode I l .. algrt Location O End LOc tL % 97 M120 x -.709 -.709 0 %109 98 M120 Z -1.2-28 -1. %100 99 M121 x -.709 -.7 0 %10-0 100 M121 _ z -1.2.28 -1.22 %100 101 M122 X -.177 -_177 0 %100 1 2 r M122 Z -.3Q7 _A307 0 YRIOO 103 LAI 23 X -.177 -.177 0 %100 104 M12 Z 7 -.307 0 ° 105 M1 24 -.532 -.532 0 %100 1 Q M124 Z -- 21 0 %100 107 M125 X -.532 -.532 0 %100 108 M1 25 Z -.921 1 0 %100 109 M129 X 0 0 0 %100 110 . M1 29 Z 0 0 0 %10-0 111 M1 30 X 0 0 0 %100 112 M1 30 Z 0 0 0 °014 113 M133 X 2 -.532 0 %100 1141 M133 Z -.921 -.921 0 Y91 00 115 M134 X -.532 -.532 0 %100 116 1 34 Z -.921 1 0 %1.0-0- 17 . 417 M136 X -.532 -.532 0 %100 M1 36 Z -.921 1 0 %100 119 M1 37 X -.532 -.532 0 Y21 00 120 M1 37 Z -.921 -.921 0 -- %100 121 M1 31 X -3.3e-5 -3.3e-5 0 %100 122 M1 31 Z -5,7e-5 -5.7e-5 0 %100 0 123 MI 32 -3.4e-5 -3.4e-5 0 %100 24 M132 Z -5.,.,8e-5 -5.8e- 0 %100 125 M146 X -.532 -,532 0 %100 126 M146 Z -.921 -.921 0 %100 1271 M147 X -.532 -.532 0 %100 11281 M147 Z -.921 -.921 0 %100 Member Distributed Leads BLC 87: BLC 30 Transient Area Leads Member inn Start 'ude III...Bnd leai ude L chi n ° End Lac `o . 1 M20 Y -2.813 -2.813 .908 4.541 2 M21 Y -2.815 -2.813 .908 4.541 3 M24 Y -1.451 -5.807 0 2.083 4 M24 Y -5.807 -1-0-164 2.083 4.167 5 M7 Y -2.814 -2.814 .908 4.541 6 M8 Y -2.821 -2-814- .908 4.541 7 M11 Y -1.45 -5.804 0 2. $3 8 Y -5,804 -10.1 2.083 4.167 9 M33 Y -2.819 -2.819 .908 4.541 10 M34 Y -2.805 -2.819 .908 4.54 11 M37 Y -1.453 -5.805 0 2.083 12 M37 Y -5.805 -10.157 IL 2.083 4.167 Member Distributed Loads (BLC 88 : BLC 40 Transient Area Loads2 Member Lkelit n Staff Ma nitud I ...Er�€f M i t L i na End Lotio ft AT 1 M7 Y -5.629 -5.629 i908 4.541 2 M8 Y -5.641 -5.629 .908 4.541 3 M11 Y -2.899 -11.607 0 2.083 4 M11 Y -11.607 -20.316 2.083 4.167 5 M20 Y -5.625 -5.625 .908 4.541 6 M21 I Y -5.631 -5.625 .908 4.54 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...1...1...1Analysis1144803-VZW MT_LD_H.r3d] Page 150 Company Network Building+Consulting June 24,2022 IIIRISA Designer Rachel Huang,P.E. 5:40 PM Job Number Project#: 10150854 Checked By: Model Name 144803-VZW MT_LQ_H Member Distributed Loads (BLC 88 : DLC 40 Transient Area Loads Continued Member Label Direction r nit a Ib ...Et�wd Ma nitode I ... , ta�`t L c i '0 End Location Yo 7 M2 Y -2.901 -11,615 0 20083 8 M24 Y -1 -20.328 U83 4,167 9 M33 Y -5.637 -5.637 4.541 10 M34 Y -5-617 7 '908 4.54 11 M37 P Y -2.897 -11.607 0 2.083 12 M37 I Y -11.607 -20,316 2.003 4,167 Member Area Loads (BLC 39 : Structure D) Joint A Joint-13. Jgint Q Joint D DirecWn Distribution Magnitudeksfi— N19 N18 N17 Y A-B -.005 N8 N9 N7 Y A-B E -.005 N29 N27 Y A-B Member Area Loads BLC 40 : Structure Di Jit_A Joint B ,loin C Joint D Direction Distribution Ma it+ude ks E21E N9 N7 Y A-B --pol IV 19 NisN17 Y A-B -.0-1 3 1 N29 N28 N27 Y A-B -.01 Basic Load Cases BLC Description Categgly X GravityY G ravity Z Gravity ,Joint Point Dis ri ut...Area Me.. urface... 1 Antenna.D None 75-- 2 Antenna Di None 75 3 Antenna Wo 0 De None 75 4 Antenna Wo 30 De None _ 7 5 Antenna Wo 60 De I None 75 6 Antenna Wo 90 De None 7 Antenna Wo 120 De None 7 8 Antenna Wo 150 De 75 9 Antenna Wo 180 De None 75 10 Antenna Wo 210 De None 75 11 Antenna Wo 240 De None 75 12 Antenna Wo 270 Deg)- None 7 13 Antenna o 300 Deg None 75 14 Antenna W 33 De None 7 15 Antenna Wi 0 De None 75 16 Antenna VIS 30 De None I 75 17 Antenna 60 De None I 75 18 Antenna VIS 90 De None 7 19 Antenna 1N 120 De None 75 20 Antenna 1 150 De Noe 7 21 Antenna Wi 180 De None 75 22 An enna 1111! 210 De None 75 1 23 Antenna Wi 240 De None 75 24 Antenna Wi 270 De None 7 25 Antenna Wi 300 De one 7 26 Antenna Wi 330 De None 75 27 Antenna Wm 0 De None 75 ntenna W 0 De None 75 29 Antenna Wm 60 De None 75 30 Antenna W 90 De None 75 31 Antenna Wm 120 Dea)- Nom 75 32--r Antenna Wm(150 De None 75 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...I...I...I...IAnatysis1144803-VZW MT LD_H.r3d] Page 151 Company Network Building+Consulting June 24,2022 Designer Rachel Huang,P.E. 5:40 PM IIIRISAJob Number : Project#: 10150854 Checked By: Model Narne 144803-VZW MT�L4 H .Basic Load Cases Continued BLC Description Cate o[y X Gravitv Y Gravity Z Gravity ,Joint. Point '(dist ribut... .. a rfa 33 Antenna Wm 180 De None I 7 Antenna Wm 1 Non 75- 35 Antenna Wm 240 De None 7 36 Antenna Wm,(270 D one 7 37 I Antenna Wm 300 De None 75 :�U Antenna Wm 30 DeNone 75 39 Structure D None -1 3 4 Structure Di one 64 1 41 Structure Wo 0 De one 12 42 S ruc lure Wo 30 De e 43 Structure Wo 60 Deci) None 12 Siructure WQ (9-0-Q99 None 12 45 Structure Wo 120 Deg)-- None 128 46 Structure Wo 150 De None 128 47 Structure Wo 180 Deg)— None 128 48 StruCtrure 111+1 210 De Ngne 128 49 Structure Wo 240 De a 1.28 Structure Wo 270 De None 28 51 Structure Wo 300 De None 1.28 52 —Str8 uctureW 330 De None 12 53 Structure W 0 De None f 128 5 Structure Wi 30 De None 2 55 Structure Wi 60 De None 128 56 Structure Wi 90 De None 2 _57_I Structure Wi (120 Deq) None 128 58 _' Structure Wi (150 Dem None 128 59 Structure Wi 180 Decne 128 60 Structure Wi 210 De one 12 61 Structure Wi 240 De None 128 62 Structure Wi 270 DeNone- 128 63 Structure W-1300 De None 128 64 Structure Wi 330 De None 128 65 Structure Wm 0 De None 128 Structure Wm 30 De None 128 67 Structure Wm 60 De None 128 68 Structure Wm 90 De None 128 69 Structure Wrn 120 De None 128 70 1 Structure Wm 150 De None 128 71 Structure Wm 180 De None 128 72 Structure Wm 210 De Noe 128 73 Structure Wm 240 Den). None 128 741 Structure Wm 270 De None 128 EStru75 cture Wm 300 Deq)LlNone 128 76 Structure Wm (330 g None '128 77 Lm 1 None 1 78 L 2 None 1 79 LO None 1 80Lv2 None 1 81 Antenna Ev None 75 82 A ten a E 0 De None 50 83 Antenna Eh 0 De None 50 84 Sr t ELY 85 Structure Eh 0 De ELZ -.03 86 Structure Eh 90 De ELX .03 87 BLC 39 Transient Area Loads None 12 88 BLC 40 Transient Area Loads None 12 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...I...I...I...IAnalysis1144803-VZW MT LC_H.r3d] Page 152 Company : Network Building+Consulting June 24,2022 IIIRISA Designer : Rachel Huang, P.E. 5:40 PM Job Number Project M 10150854 Checked By: • Model Game : 144803-VZW MT LO H Load Combinations dftm Descriotion _..P..,S._. ..,Pa...B,__Fa.._B _.F _..E._.Ea...B... e...B...Fa,..B...Fa.-B Fa.-.B.._Fa. ... 1 1 D+1.OWo 0 De Y•• Y 1 .2J3911.213 1 X41 1 2 1 2D+ 0 Y._ Y 1 1.23911,2 1.2D+1.OWo(i 60 De Y.. Y ' .2 911.2 5 1 43. 1 4 1.2D+1.OWo(90 De Y.-I Y 1 1.2 3911.2 6 1 44 1 5 1.2D+1.OWa 120 De Y•. Y 1 1.2 3911.2 7 1 ALJ 1.2D+1.OW 150 D Y- 123911 8 1 4 1 7 1.2D+1.OWo 180 De YF. Y 1 .1.2 391.2 9 1 4 1- 1 D+I. Wo 210 De YJ• Y 1.21 1 1 1.2D+1.OWa 240 De Y-- Y 1.2 391.211 9A- 1 'i 1.2D+1.OWQ 7 De Y.- _ 39 .212 1 11 1.2D+1.OWo 300 DegY„ Y. 1 1.2 3911.2131 151 1 1.2 +1. 0 De Y.- Y 1 14 1 152 1 1 1.21D + 1-ODi+ 1.OWtli 0 De Y.. 1 .1.2 391.2 2 1 1401 15153 1 14 1.2D + 1.ODi + 1.OWi 30 De Y.- Y 1 1.2 9 1 X40 1 16 54 1 15 1.2D + 1.ODi + 1.OW 60 De Y.. Y 1 1.2 3911.2 2 1 40 1 17 1 55 1 16 1 2D + 1.ODi + 1.OWi 90 De Y.•Y 1 1.2 391.2 2 1 40. 1 18 1 56 1 17 1.21D + 1.ODi + 1.OWi 120 Deg). Y.. Y 1 11.2 39.1.2 2 OL 119 1 1571 18 1.2D+ LOU+ 1.OWi 150 De Y.. Y 1 1.2 3911. 1 4011 20 1 58 1 1 1.2D + 1.ODi + 1.OWi 180 De Y- Y 1 1.2 3911.2 2 1 40 1 21 1 59 1 20 1,2D + _ Di+ 9.01Ni 210 Deg) Y --1 1 r2 3 1 2 2 'l 40 1 122 1 60 1 21 1.2D+ 1.ODi+ 1.OWi 240 De IY.. Y .1 .1.2 391.2 2 1 40 1 23 1 61 1 2 1.20+ 1. Di+ 1_OW 270 De Y.. Y 1 IZ32 2 2 1 .4011 24 1 62 1 23 1.2D+ 1.ODi+ 1.OWi 300 De Y. Y 1 1 1.2 391.2 2 1 40 1 25 1 63 1 .2D+ 1.ODi + 1.OWI 330 De IY.. Y '[_H,239MI 2 1 40 1 26 1 64 1 25 1.2D+ 1.5Lm1 + 1.OWm 0 De Y-- Y 1 1.2 391.2 771+5 27 1 65 1 6 1.2D+ 1. L 1 + 1.OWm 3o De Y.. Y I 1112391.21771-5128 1 66 1 27 1.2D+ 1.5Lm1 + 1.OWm 60 Deg) Y 1 1.2 391.2771.5 2-9 1 67 1 2 1.2D+ 1.5Lm1 + 1.OWm 90 De Y•• Y 1 1.2 391.2 771.5 3O 1 68 1 29 1.21D + 1.5Lm 1 + 1.OWm 120 De Y-- Y 1 1.2 391.2 771.5 31 169 1 30 P 1.2D+ 1.5Lm1 + 1.OWm 150 De Y.. Y 11 .1-2 391.2 7711.5,32' 1 70 1 31 1.2D + 1.51-m1 + 1.OWm 180 De Y-- Y 1 1.2 3911.2 71.5 33 1 71 1 32 1.2D+ 1.5Lm1 + 1.OWm 210 De Y.-I Y 1 1.23911.2771.5 34 1 72 1 33 1.2D + 1.5Lm1 + 1.OWm 240 De -Y-• Y 1 '1.2 391.2 771.5 35 1 731 1 4 1.2D+ 1 Lm1 + 1.OWm 270 De Y. Y 1 3911.2 771.5 36 1 74 1 35 1.2D + 1.5Lm l + 1_QWm 3Q0 De Y-- Y 1 '1.2 391.2 771.5 37 3 1.2D + 1.5Lm 1 + 1.OWm 330 De Y-- 1 1.2 391.2 771.5 38 1 7611 37 1.2D+ 1.5Lm2+ 1.OWm 0 De Y•• Y 1 1.2 391.2 T81.5 27 1 65 1 38 1.2D + 1.5Lm2 + 1.OWm 30 De Y 1.23911.2-7811.5128 1 66 1 39 1.2D + 1.5Lm2 + 1.OWm60 De Y.. Y 1 1.2 391.2 781-5129 1 67 1 40 .2D + 1.5Lm2+ 1.OWm 90 De Y-- Y 1 1.239 J1.2781.5 30 1 68 1 41 1.2D + 1.5Lm2 + 1.OWm 120 De Y-- Y 1 1.21391.2 781.5 1 1 42 1.2D + 1.5Lm2+ 1.OWm .150 De Y-- Y 1 11.2 X91.2 781.5 32-1-70 1 43 1.2D + 1.5Lm2+ 1.OWm 180 De Y-- Y 1 1.2 391.2 781-53-3 /1 1 1 44 1.2D + Lm2+ 1.01JVm 210 De Y•- Y1.2.3911.2-781.5,34 1 72 1 45 1.2D + 1.5 Lm 2 + 1.OWm 240 De IY-- Y 1.2 391.2 781,535 173 1 46 1,2D+ 1. Lm2+ 1.OWm 270 De Y-- Y 1 2 3 1.5 3 74 1 47 D+1.5L.m2+ 1.OWm 300 De Y-- Y 1.2 391-21781.5137 1 75 1 48 1.2D+ 1.-5Lm2+ 1.OWm 330 De IY Y 1.2 39 7 1. 1 7 1 49 1 1.2D+ 1.5Lv1 Y-- Y 1 1.2 3911.2 791.5 50 1. + 1. Lv2 Y•• Y 1.2 1.5 51 1.41D Y.. Y 1.4 3911.4 52 1.2D + 1.OEv+ 1.OEh 0 De Y.- Y 111.2 391.2 81 1 E•. 1 82 1 83 E., 1 E.. 53 1.2D+ 1.OEv+ 1.OEh 30 De Y-• Y 1 1.2 3911.281 1 E.. 1 82-86E 83 _5 E88 E. .5 54 1.2D+ 1.OEv+ 1.OEh 60 De Y-- Y 1 1.2 1.2 8 E.t 1 2 .5 83.86 E-•--..5 E...86 55 1.21D+ 1.OEv+ 1.OEh 90 De Y Y 1 1.2 391.2 81 1 E-- 1 82 83 1 E. E.. 1 56 1.2[ + 1.OEv+ 1.OE (120 De Y.. Y 1 1-2 3911+2181, 1-LE..' E.. 11821-.5 L83.8 E.. 5 E...88 RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...I...I...IAnalysis1144803-VZW MT_LO_H.r3d] Page 153 Company . Network Building+Consulting June 24,2022 IIIRISA Designer : Rachel Huang,P.E. 5:40 PM Job Number Project#: 10150854 Checked By: A149U'T REAMMPU', Model Name : 144803-VZW MT LO_H Load Combinations (Continued) c n S...P...S...B...F ...B...Fa...B._.Fa-8._.F .Fa...B...Fa...B...F ..B...Fa...B._.Fa. 7 1.2D + 1.OEv+ 1.OEh (1 50 De Y•• Y 1 1 1 1 E•• 1 18 �� -.8-•83 .5 E..•.8..E.. 5$ '! + 1.0 v+ 1 Eh 1 D Y• Y 1 E - IE.t - E.. 59 1.2D+ 1 Ev+ 1.OEh 210 De Y.. Y 1 2 39 E.• '-.8.. E..�.$..E.. _.5 1.2D+ 1.OEv+ 1, E 24 D Y.. Y 91.2 8 E-. 2_,6 -.8..E.. . E..-.SA 61 1.2 D+ 1.of + 1.OEh De Y.. Y 1 1.2 391.2 81 1 E.; 1 82 83 -1 E,- E.. _1 1.2D+ 1.OEv+ 1. E D lY.. E., 1 $3-.8..E.. 63 1.21D+ 1.OEv+ 1.OEh MO D Y,. Y 1 1.2 91.2 1 E.. 1182.86E.83--5-E..8[ . E....-.51- 1 4 0.9D- 1.OEv+ 1.OEh De Y.. Y - E.. - IE.. .. 1 E 65 0.91D- 1.OEv+ 1.OEh 30 De IY.. Y 1 .9,3Q .9 -1 E,. -1 82.8 83 .5 1E...$ E. '. 66 0,2D - 1 QEv+ I.O h 60 D '.. Y, 3 811_ E.. -1 2 31.86 E.. E...8 67 OAD- 1.OEv+ 1.OEh 90 Dec[) Y-- Y 1 39 .9 81 -1 E•. - 182 831 1 IE.. E.. 6$ D- 1, v+ 1 Eh 12 D Y.. Y 1 9 - E.- _ - 31.860E- -.5 E...8 69 .9D- 'I.OEv + 1.OEh 150 De Y.. Y 1 .9 -39 -9 81.- X-.--1 82-.8-83 .5 IE..-.8..E.. .5 0 - 1. Ev+ 1.OEh 180 De Y•• Y 1 .9 39 .9 811-1 E. -1 2 -1 83 E.. -1 E-• 71 OAD - 1.OEv+ 1.OEh 210 Deg Y 1 a 9._. 81 -1 E.- -1 82-.8.. 3 5 IE..-.B., ...- 72 - 0 v+ 1 Eh(240 De Y-- Y 1 .9 39 .9Di - E49 -1 2-.5 -.8..LEL- E..-18.. 7 .9D- 1.OEv+ 1.OEh 270 De YJ Y 1 .9 .9 .81 -1 E-, -1 82 83 -1 E.. E.. -1 74 0.9D- 1.QEv+ 1.OEh 300 De Y.. 1 .9 3 9�-1 - E.. -1 2 .5 3--8..r . E..-.8.. 75 0.9D- 1.OEv+ 1.OEh 330 De Y-• Y 1 .9 39 .9 E•• -1182-El8 83-,5 ...86 .Enveloi2e Joint Reactions ,point Ih LC Y rIN LC ----Z rIbI LC MX[k-ftl LC MY k-ft MZ k- L 1 N79 naKI 0 75 0 751 0 75 0 75 0 75 0 75 2 min 1� 0 1 1 0 0 1 0 1 3 N144 max 101.755 3 11347.97 21 11166.277 1 0 4 0 4 4 min -2019. 21 7 .7$6 3 58.736 3 0 4 0 10 0 10 5 N 145 max 44.549 10 1399,794 13 38.439 7 0 8 0 2 6 -44.4 4 -8.935 7 -2426.173 0 1 0 2 0 8 7 N146 max 2165.919 41 1425.097 41 1Z5Q-49 41 0 45 0 48 0 48 8 min 102.196 11 79.052 11 59.011 11 0 6 0 6 0 6 N143 max 3492.069 9 758.417 18 1004.444 1 -.065 46 1.686 12 -.256 2 10 min -1734. Q6 3 280.399 73 -2013.778 7 -.303 1 -1.684 6 -782 20 11 N144A max 1363.955 10 909.344 1-9 4556.697 1 .926 13 1.723 4 .164 2 12 min -1 1. 11 4 317.767 6 -2497.505 7 325 7 -1.73 10 -.116 8 1 N145A max 1771.04 11 1739.633 1.4 128 .233 12 .056 47 . 1.395 8 .632 14 14 mi -3578.623 5 1 273.573 70 -2334.7711 6 -.508 17 -1.393 2 ,236 74 15 Totals- max 4960.044 101 6116.96 18 1 5173.408 1 16 min -4959-997 4 J 2296.215, 75 -5173.421 7 Envelope r ASC 15thf$ -16): LRFD Steel Code Checks Member ShaDe Code... Loc t# LC Shear..Locrtti Dir LC hi*'Pnc... hi' n ... himMn... hi`'Mn...CS E n 1 M 1 PL1/2x6 .146 0 8 .066 0 1 V 20193229.7..'.97200 1.012 12-15 1--H 1-1 b 2 M2 PL112x6 .139 0 9 ,063 0 v 22 93229.7... 72 0 1.012 112.151-IM-lb 3 M7 L2x2x3 .150 4.541 11 .007 0 V 21 15119.9...23392.8 .558 1,222 2-• H2-1 4 Ma L2x2x3 4.541 8 .008 0 Z 21 15119.9...23392.8 .558 1.202 2•• H2-1 5 M11 HSS4X4X4 .147 5.208 6 .041 5.208 z 121121927....127386 14.774 14.774 2••H 1-1 b 6 M12 HSS4X4X4 .087 2.5 0 .032 .394 z 8 126083....12738 14.774 1-•H 1-1 b 7 M13 HSS4X4X4 .092 0 22 .038 2.104 z 10j126081....127386 14.774 14,774 1+ Hl-lb 8 M14 PL1/2x6 .153 0 4 .067 0 V 15 93234.8....97200 1.012 12.15 1..H 1-1 b 9 M15 PL112x6 .143 0 5 .086 0 V 41 93224.5..1.97200 1.012 12.15 1-H 10 M20 L2x2x3 .160 4.541 6 .007 0 17115119.9...23392.8 .558 1.214 2.4 H2-1 11 M21 L2x2x3 .142 4.541 4 .008 0 z 17 15120.4...23392.8 .558 1.202 2.. H2-1 12 M24 HSS4X4X4 .129 5.208 2 .049 .922 41 121927....7 27386 14.774 14.774.2..H 1-1 b 13 M25 HSS4X4X4 .087 2.522 1 16 1 033 .394 Z- I 4 126084.1-127386 14.774 14.774 1-11A 1-1 In RISA-3D Version 17.0.4 [1...1...1...1...1...1...1...1...1...1...1...1...\Analysis1144803-VZW MT L4_H.r3d] Page 154 Company Network Building+Consulting June 24,2022 Designer Rachel Huang, P.E. 5:40 PM Number Project#: 10150854 Checked By: 111RISAJob ,r, Lti..,. . Model Name 144803-VZW MT_LC_H Envelo a a1SC 15th , 60#7fi : LRFD Steel Code Checks Continued Member ShapA_ �ac1e... Loc�t LC h r..L�c ft DifL �i*P'ric... hi-kPnt-__ hi`'Mn.. hi"Mn...Cb E n 1 26 HSS4X4X4 T 0 1 41 2.106 z_ 126079....127386 14.774 4.774 L. H1-1 15 M27 / .1 1 0 1 a06 24 93244.4.. 9720G 1,10-12- 12-15 1. W-1b. 1 M28 PL1/2x6 141 0 1 4 0 13 93214.9. 7200 1.012 12.1 1..HI-112 17 M33 L2,x23 _1 6 4.54 2 .007 V 24 15118.5. .23392.8 r55$ 1 2.. 2-1 18 4 L2x2x3 .14 4.54 12 Z 13:15121.4.123392.8 .558 1.216 2.. H2-1 19 M37 HSS4X4X4 ,154 5.208 1 .048 5.208 z 4 121927-.-.127386 14.774 14-7742.,H 1-1 20 M31L HSS4X4X4 2.523 2.523 V 1 126083.. 1273 14.774 14.774 1--H 1-1 b 21 Mag HSS4X4X4 .092 Q g 12.131 z 2 126081.. 1273 14.774 14.774'1 H 1-1 b 22 M4 1.172 41 8.073 2 .28250.5, 652055.749 .1,111-1b 23 M41 PIPE 3.0 .080 7.552 8 .052 8.073 10 28250.5...6 2 5.749 5.749 3-111-1b 24 M42 I 1 7.552 4 059 8.0731 CL 28250.5.1 652 3..H1-1 25 M 139 LL2.5x2.5x.. .Q Q 21 .003 5.098_ Z 6 42120.9..58471-8. 4,242.015 1 H1-1b 20 M140 LL2.5x2.5x.. 066 1 0 13 .003 0 z 10 42119.2.,58471-B...4.246 2.615 1 H 1-1 b* 2 M141 LL2.5x2.5x.. .068 0 41 .003 0 z 2 42119.2..58471.8.. 4.246 2.615 1 H 1-1 b* 28 M1 54 PIPE 2.0 '196 1.172 5 .107 112 6295.43 32130 1,872 1.872 3. H 1-1 b 29 MI.55 PIPE 2,0 .204 1,172 1 .108 .521 6295.4332130- 1.872 1.872 4 IM-lb 30 M156 PIPE 2,0 _1 9 1.172 9 ,109 11.9.. 6295.43 32130 1.872 1.872 3,. 1-1 b 31 M157 L2.5x2.5x4 .251 Q 10 .063 0 z 35593.8,..38556 .114 2.537 1.- H2-1 32 M158 L2.5x2.5x4 .267--- 0 2 .061 .098_z 4.35593.8...38556 1.114 12.537 1-11-12-1 33 M1 59 L2.5x2.5x4 .290 Q 6 .058 .0161z 8 35593.8...38556 1.114 2.537 1-- H2-1 34 MP4A PIPE 2.0 .2$ 5-417 10 .117 5.4171 7 14916.0.._32130 1.872 1 $7 L1-1 b 35 MP4B PIPE 2.0 .297 5.417 2 105 5.4171 10.14916.0-32130 1,817-2- 1.872 2.-H1-1b 36 MP4C PIPE 2. -297 5.417 6 .108 5.417 4 14916.0...32130 1. _1._8M 2-.11-11-lb 37 MP3B PIPE 2.0 .305 5.417 2 .067 5.417 1 14916.0...32130 1.872 1.872 2.-1H -1b 8 MP3C PIPE 5.417 - 6 .070 5.417 4 14916.0..-32130 1,872 1,072 2--H1-1b 39 MP3A PIPE 2.0 .293 5.417 10 .066 5.417 81 14916.0...321 Q 1,872 1.872 2-IM-lb 40 MP2A PIPE 2.0 .3341 5.417 4 ,081 5.417 4 114916.0--.32130 1.87 1. 72 2--H 1-1b 41 MP2C PIPE 2.0 .340 5.417 12 .081 5.417 6 14916.0..,32130 1.872 1.872 2-. Hl-lb 42 MP2B PIPE 2.0 .358 5.417 7 .0$ 5.417 2 14916.0.. 32130 1,872 j&72 2-1-11-1b 43 MP1A PIPE 2.0 ,341 5.417 4 .129 .75 7 14916.0., 2130 1.872 1.872 2-11-11-1 44 MP1 C PIPE 2. 47 5.417 12 1 5.417 3 .149116.0-32130 1,872 1.872 2--1-11-1b 45 MP1 B PIPE 2.0 .362 5.417 8 .115 5.4171 11 14916.0...32130 1,872 1.872 2--.111-1 b 46 OVPMP PIPE 2.0 .189 3.958 6 .0 $ 3.958 g 23808,54 32130 1.872. 1.872 2--!Hl-1 b 47 M118 PL3I8x6 .178 .208 4 .054 .208 10 65155.7. .72900 .57 9.113_ 1.4H1-1 b 48 M119 PL 8x6 .222 .208 7 1 208 V 16,65155.7...72900 .11 1-11-11--1 b 49 M12 PL3/8x6 .207 .208 2 .047 208 17 65155.7,..72900 .57 9.113 1..H I-1 b 50 M121 PL 16 188 .208 2 208 V 14 65155.7...72900 57 9.113 1•.H 1-1 b 51 M122 PL318x6 _149 .208 5 _051 .208 V 137 65155.7--.72900 .57 9.113 1-11-11-1b 52 M123 PL 1x6 .1 9a .208 10 1 .084 .208 V 23 65155.7...72900 .57 19.113 1-.1.1-11-1 b 53 M124 PL318x6 .239 .146 12 .139 .292 17 8996.63 72900 I .57 9.113 1-1-11-1b 54 M125 PL3l8x6 .2 7 .146 2 .133 1.2922108996-63 72900 .57 9.1 1-1-11-1b 55M129 PL3I8x6 r.235 .146 8 .144 .292 V 24 8996.63 72.900 .57 9.113 1-111-lb _56 M1 30 PL318x6 .218 .146 10 ,13 ,292 v 17 8996.63 72900 .57 !g.113 1..H 1-1 b- 57 Ml-3 P L318x6 .216 .146 4 ,143 .292 21 8996.63 72900 .57 9.113 1•. Hl-lb 58 M134 PL 8 6 11 .14 6 _130 .292 V 14 8996.63 72900 .57 9,11 1.*1-11-1 b 59 MI 36 P L 112x6 .042 25 9 .078 0 V19 95014.3., 97200 1.012 12.15 2...'H 1-1 b 60 M1 37 PL112x6 ,040 4 .096 0 V 17195014.3-.97200 1.012 12.1 2..[H 1-1 b 61 a M131 PL 1/2x6 45 .125 5 15 0 41194997.1.1 97200 1 12 12.15 2••Hl-lb 2 M132 PL112x6 1 1 94 0 13 95031.3..,97200 1.012 12.15 2•.H 1- b. 63T M146 PL1/2x6 .046 .126 7 .084 1 94980.0..,.97200 1.012 12.15 1-1-11-1b 64 M147 PL112x6 .043 .121 7 .091 0 _V_,,21195048.5.,1.97200 1.012 12.15 L-lb RISA-313 Version 17.0.4 [1...1...1...1...1...1...1...\..A... ...\Analysis\144803-VZW MT LO_H.r3d] Page 155 VZw Client: Verizon Wireless Date: V241=12 SMART Tool Site Name: MATTITUCK PSLC t. 144803 Vendor Fuze ID 16275828 Page: Version 1.0 I. Mount-to-Tower Connection Check Custom Crientarion Rgggire Tower Conngalan Boll Checks YfLs Bolt Orientation Bolt Quantity per Reaction: 4 d.,(in)(Delta X of typ.bolt config,sketch): 6 d,(in)(Delta Y of typ.bolt config.sketch): 6 Bolt Type: A325N, Bolt Diameter(in): Required Tensile Strength/bolt(kips): 2.4 Required Shear Strength/bolt(kips): OA Tensile Capacity/bolt(kips): 20.7 Shear Capacity/bolt(kips): 12.4 Bolt Overall Utilization: 11.7% Tower Cpnnemon Ra.i Oplqt Check5 Yes Connecting Standoff Member Shape: Weld Stiffener Configuration: No Suffervufs Plate Width,D,,(in): 8 Plate Height,D.(in): a W10n): 4 W2(in): .4 Member Thickness(in): 0.25 Stiffener location a,(in): Stiffener location b,.(in): Stiffener location a2(in): Stiffener location b2(in): F,(ksi,plate): Plate Thickness(in): Length of Yield Line,L,(in): 5.85 Bolt Eccentricity,e(in): 1.65 M,(kip-in): 4.00 Phi#Mr,(kip-in): 47.38 Plate Bending Utilization: 9.4% Client: Verizon Wireless Date: 6/24/2022 Site Name: MATTITUCK PSLC#: 144603 Fuze ID#: 16275628 Page: 2 Version 1.0 Tower Connection Weld Checks yep Weld Shape: Recria ngie Weld Stiffener Configuration: None Stlffner Notch Length,n(in): Weld Size(1/16 in): 4 WI(in): 4 W2(in): 4 Weld Total Length(in): 16,00 Z,(in3/in): 21.33 T w1 Zy(in3/in): 21.33 ip(in 4/in): 85-33 C,(in) 2.25 C,(in) 2.2S Required combined strength(kip/in): 0.89 Weld Capacity(kip/in): 5.57 Weld Utilization: 16.0%