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2301 Mayport Rd. ROW19-0008 Remove and Install 3 antennas - rS' '''' RIGHT OF WAY PERMIT PERMIT NUMBER 1%-7,- �' CITY OF ATLANTIC BEACH ROW19-0008 J� _ 800 SEMINOLE ROAD ISSUED: 3/19/2019 i \-<Z.01-119'," ATLANTIC BEACH. FL 32233 EXPIRES: 6/17/2019 I MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: RIGHT OF WAY COMMERCIAL REMOVE AND INSTALL 3 2301 MAYPORT RD NEW ANTENNAS AND $70036.00 RIGHT OF WAY CABLES TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: INUMBER: GROUP: 169398 0070 SECTION LAND COMPANY: I ADDRESS: CITY: STATE: ZIP: New Tech Construction 1579 Barber RD SARASOTA FL 34240 Corporation OWNER: ADDRESS: CITY: STATE: i ZIP: CITY OF ATLANTIC BEACH 716 OCEAN BV ATLANTIC BEACH FL 32233-5428 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. FEES `. DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT TOTAL: Issued Date: 3/19/2019 1 of 1 rig.evt.,,,„ City of Atlantic Beach APPLICATION NUMBER fit Building Department (To be assigned by the Building Department.) 800 Seminole Road L,t)1/0 (9 _ 00C J �� Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 Fax(904)247-5845 .�vitls'' E-mail: building-dept@coab.us Date routed: :2)1 i t.9 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 73 D ( A\a 0o t De•artment review required Yes No I _ Building Applicant: � -C-1,0 - 1 CCSe_s=.91k..D7 Planning &Zoning /� Tree Adm inistrafor Project: AKYrE.1v(vpc.S + C__Ar6 S ac Worn-- u ormu lic II les , Publics Safety Fire Services i Review fee $ Dept Signature Other Agency Review or Permit Required Review Receipt Date of Permit or Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. ['Not applicable (Circle one.) Comments: BUILDING , /,� PLANNING &ZONING Reviewed by: ------ 1/ Date: �^fV G-I TREE ADMIN. Second Review: Approved as revised. ❑Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 3 City of Atlantic Beach APPLICATION NUMBER ►m Building Department (To be assigned by the Building Department.) r. 800 Seminole Road '' Atlantic Beach, Florida 32233-5445 - — • Oa ' Phone(904)247-5826 • Fax(904)247-5845r /I ' 1. 9 E-mail: building-dept@coab.us Date routed: d "j City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 730 ( IV\ac.( o I T: De artment review required Yes No Buildin Applicant: C�1.c7 - &aft �P�S Planning &Zonin T dmm a or Project: �.2 AN:fZ'E-.l�k)f\ = . is 'Tor 'u•lic i i ies , Publafety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. ❑Denied. ot applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed b Date: ..117( TREE ADMIN. Second Review: ❑Approved as revised. [1]Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 i, City of Atlantic Beach APPLICATION NUMBER ` , (To be assigned bythe BuildingDepartment.) ,� � Building Department g p ) ° 4 800 Seminole Road + • ��� r"' Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 •• Fax(904)247-5845 M0 E-mail: building-dept@coab.us Date routed: 6 "j City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Z3 D ( f\J\ . Department review required Yes No Buildin Applicant: C - L GC t Planning &Zonin S /� Tree Administ a or Project: /�i\'it'E )fcS '+ C_Ar6 ' 'c or Iic Utilities` Public Safety Fire Services Review fee $ Dept Signature ah Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. ['Denied. ❑Not applicable (Circle one.) Comments: -t• cLANS too ‘ole BUILDING �J PLANNING &ZONING by: e% — 7 Reviewed Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ['Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 PUBLIC UTILITIES PLAN REVIEW COMMENTS Date: 3 5 I Cl Application#: R Q i l l " 0003 Project Address: 2,3 O ( 1 Y \0.' P O�� Check Box Check APPLICATION TRACKING COMMENTS to Add Box to Comment Print Underground Avoid damage to underground water and sewer utilities. Verify vertical and Water Sewer horizontal location of utilities. Hand dig if necessary. If field coordination is 0 0 Utilities needed, call 247-5878. Meter Boxes Ensure all meter boxes, sewer cleanouts and valve covers are set to grade Sewer Cleanoutand visible. ❑ ❑ A sewer cleanout must be installed at the property line. Cleanout must be RT1 Sewer covered with an RT1 concrete box with metal lid. Cleanout to be set to grade 0 0 Cleanout and visible. A reduced pressure zone backflow preventer must be installed if irrigation will RPZ be provided or if there is a private well on the property. Backflow preventer ❑ ❑ Backflow must be tested by a certified tester and a copy of the results sent to Public Utilities. Plans note the building will be unsprinkled. If plans change, any fire line Sensus installed must be metered with a Sensus touch-read meter in a properly sized Touch-Read vault and an appropriate backflow preventer installed. Backflow preventer 0 0 Meter must be tested by a certified tester and a copy of the results sent to Public Utilities. Fire Backflow Sprinkler If fire sprinkler system is provided, call 247-5878 for backflow requirements. 0 0 Requirement At a minimum,will require a double check backflow preventer. Fire Line Fire lines must be metered with a Sensus touch-read meter. Meters larger ❑ ❑ Meter than 2" must be installed in a vault as noted in JEA specifications. Utility Map See attached Utility Map. 0 0 Disconnect &Cap Disconnect and cap water and sewer lines. 0 0 Inspection Must call the Inspection Line at 247-5814 to request an inspection of the Prior disconnected and capped water and sewer lines prior to demolition. ❑ ❑ ❑ ❑ ❑ ❑ O 0 O 0 ,f1,71:N..N,. City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) '4 " ' 800 Seminole Road �O �Q _ jk :� Atlantic Beach, Florida 32233-5445 1Doce) , Phone(904)247-5826 • Fax(904)247-5845 /i 0 E-mail: building-dept@coab.us Date routed. `—j 19 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: r I\\cti. 0 O De•artment review required Yes No I Buildin• In C7Planning &Zornn Applicant: C�.t7 G-a t /� Tree Admini or Project: ? AKA—E ppcS + CAel.,G.Irinc or y` lic Utilities_, TGE-safety Fire Services Review fee $ Dept Signature ,§*, . " Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: I approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING - Reviewed by: Date: (QZ TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 �. C IWO COMMUNICATIONS City of Atlantic Beach, FL Building Department 800 Seminole Road Atlantic Beach, FL 32233 February 26, 2019 RE: Permit Application Upgrade—Site JA73XC054 Sprint MMIMO Site Address: 2301 Mayport Road, Atlantic Beach, FL 32233 Sprint is making an application for a Building Permit to modify an existing wireless telecommunications facility at the address above. Enclosed are the following items for review: • Permit Application • Four(4) copies of the structural analysis • Four(4) copies of the construction drawings • Copy of the original lease agreement Please contact me at the phone number or email below when a credit card or check payment is needed. If you need any further information, please let me know. Thank you, d- , Leah Zwang Crafton Communications, Inc. 205-443-6585-Office lzwang@craftongroup.com 2918 Clairmont Avenue South, Birmingham, AL 35205 Phone: 205-682-7525/Fax: 205-682-7501 Birmingham/Dallas/Huntsville www.CraftonGroup.com ` BuildingPermit Applications - Updated 10/9/18 0) City of Atlantic Beach Building Department **ALL INFORMATION -t T> 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY Phone: (904) 247-5826 Email: Building-Dept(z)coad.i.l; IS REQUIRED. Job Address: 2301 Mayport Road, Atlantic Beach, FL 32233 Permit Number: Legal Description 8-2S-29E-PT GOVT LOT 7 RECD O/R BKS 4163-1108,1112 RE# 169398-0070 Valuation of Work(Replacement Cost)$ 70,036 Heated/Cooled SF Non-Heated/Cooled • Class of Work: [Thew ❑Addition ®Alteration ❑Repair ❑Move ❑Demo ❑Pool OWindow/Door • Use of existing/proposed structure(s): ®Commercial ❑Residential • If an existing structure, is a fire sprinkler system installed?: ❑Yes ❑No • Will tree(s) be removed in association with proposed project? ❑Yes(must submit separate Tree Removal Permit) ®No Describe in detail the.type of work to be performed:Remove (3) 2.5 Panel Antennas, (3) Fiber Cables, (3) RRU's; Install (3) Air Panel Antennas, (3) 2.5 MMIMO Hybrid Cables. Florida Product Approval# for multiple products use product approval form Property Owner Information Name Sprint Address 6580 SPrint;Parkway City Overland Park State KS Zip 66251 Phone E-Mail lzwang@craftongroup:com Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Brian Sullivan Contractor Information Name of Company New-Tech Construction Qualifying Agent Matthew Snyder Address 1579.Barber Road City Sarasota State FL Zip 34240 Office Phone 941-485-8988 Job Site Contact Number State Certification/Registration# SCC131151517 E-Mail jake.brownOntctowers.coin. Architect Name&Phone# Robert Jerry Lara, (954)577-4655 Engineer's Name& Phone# Yan Qang, (954) 577-4655 Workers Compensation Insurer Zurich American Insurance Co. OR Exempt o Expiration Date 4/27/19 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS, etc. NOTICE:In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CO MENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO iUR P PERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER • AN ORNEY BEFORE RECORD ,Nis i R N s, ICE OF COMMENCEMENT. W o / ' Sig ature� 'f• Agent) (Signature of Contractor) 75 o cv n �SSgned and sworn to(or affirmed)before me this 2(0 day of Signed and sworn to(or affirme )l? f re me this�,t S .ay of N vary , Zol �' , by aM ,' •50 F rwr,y , 2015 ,b attiring) IJ /Gr 0114-141.91.6w- Eo Or i — 46a (Si r- U p . { ^-•i-2 raf Mme►, Notary Public o� 4'.j JAKE BROWN Alabama State at Large • ==f,°4=stere of Florida-Notary Public ]personally Known OR Commission 4 GG 264039 [ )Personally Known OR ;^. [ ]Produced Identificati. .�r,,,\ MyOctober0 Commission 0 Expires [ ]Produced Identification ..�,��„� 01, 202 Tyne of Irlpntifiratinn• Tyne of Identification. anewmarimummoulosommommisiommernmesh Sprint Property Services Mal'stop KSOPHT0101-Z2650 Website https//landlordsolotions sprint.corn 6391 Sprint Parkway Toll Free (800)357-7841 Overland Park. KS 66251-2650 September 6, 2018 To Whom It May Concern: Sprint has engaged Ericsson, Inc.to perform work for Sprint in the Jacksonville, Orlando, Gutf Coast and The Panhandle markets. This work includes leasing and acquiring zoning and permit approvals] to ensure Sprint's ability to construct, operate and modify unmanned wireless communications facilities. To assist in performance of these activities, Ericsson, Inc. has engaged Crafton Communications, Inc. and by this letter, Sprint asks that you recognize either of these companies as authorized by Sprint for performance of any of the project work outlined above. This authorization shall not be construed as a commitment of any type, and all final terms will be subject to Sprint's approval. Please obtain contact information from Brian B. Sullivan, Jr. employee representing this document. POC phone & email: 204-443-3433/bsullivan©craftongroup.com. This person will be your primary contact should you have any questions related to the project work mentioned above. Any issues or concerns that you may have with Grafton Communications, Inc. performance for this project should be directed to the Ericsson, Inc. representative listed below: Ericsson, Inc. Project Representative: Sylvia Mendoza Phone: 228-235-0044 Email: syivia.mendoza@ericsson.com If you are dissatisfied with any aspect of the performance of Ericsson, Inc. or its subcontractors, please ask them to provide the Sprint representative contact information for the project. And finally, for non-project related issues you may always contact the Sprint Landlord Relations Hotline at 800-357-7641. The Sprint Landlord Relations Hotline group cannot help you with work that is being done by the vendors mentioned above, but only deals with routine daily operational issues that arise at our sites. Thank you for your support and consideration, Sincerely, Rocky eatherley Market Manager—Florida, Network 0: 904-928-1786 7/22/16, Version 1 , i. SITE LICENSE AGREEMENT This Site License Agreement("SLA")to the Master License Agreement is between Nextel South Corp., a Georgia corporation("Licensor")and SprintCom,Inc., a Kansas corporation("Licensee")and dated July 18,2006. 1. Nextel Site Name: Atlantic Beach Site Number: FL2292A 2. Sprint Site Name: Atlantic Beach Site Number: JA73XC054A 2. Site Address: 2301 Mayport Road,Atlantic Beach,Florida 32233 (street address and legal description—See Attachment 1) 3. SLA Commencement Date: July 18,2006 4. Fee: $400.00 5. Expiration Date of Current Term of Ground Lease: September 5,2010 6. Ground Lease Renewal Term Length: 25 years 7. Expiration Date of Ground Lease(assuming all renewals exercised): September 5,2035 Licensor: Licensee: Nextel South Corp.,a Georgia corporation SprintCom,Inc.,a Kansas corporation ( j By: r By: Name: avid Wong Name: David Wong Title: Area Manager Development Title: Area Manager,Sit evelopment Witnesses for David Wong: G!C .c�'r Print Name: lain((in )t.t'd Print Name: .N.‘e_ ��-►�w.s� ff DM#216040 Exhibit A—SLA ATTACHMENT I PARCEL 1: A part of Government Lot 7, Section 8,Township 2 South, Range 29 East, Duval County,Florida, more particularly described as follows: For a point of reference commence at the most Northwest corner of those lands as described In Official Records Book 652,Page 484 of the current Public Records of said County;thence North 88° 36'45"East,along the Northerly line of said lands,a distance of 50.03 feat to the Point of Beginning;thence North 1° 23' 15"West,a distance of 30600 feet; thence North 88°36'45"East,a distance of 385.00 feet to a point in the centerline of an existing drainage canal;thence South 16°43'20"East,along the centerline of said canal,a distance of380.60 feet to the Northwesterly line of said lands described in Official Records Book 652,Page 484;thence South 51° 45'15"West,along said Northwesterly line,a • distance of 49.00 feet to an angle point in the Northerly line of said lands;thence South 88° 36'45"West,along the North line of said lands,a distance of 420.00 feet to the Point of Beginning. ; PARCEL 2: •A part of Government Lot 7, Section B,Township 2 South, Range 29 East, Duval County,Florida, more particularly described as follows: For a Point of Beginning commence at the Northwest corner of those lands as described in Official Records Book 652, Page 484 of the Current Public Records of said County;thence South 68°36'45"West,along the Westerly projection of i' the Northerly line of said lands,a distance of 250.00 feet to the Easterly right of way line of Mayport Road (State Road AlA)as now established as a 100 foot right of way;thence North 1° 23'15"West,along said Easterly right of way line,a distance of 50.00 feet;thence North 88° 36'46"East,a distance of 300.00 fent;thence South 1°23'18"East,a distance of 50.00 feet;thence South 88°36'45"West,along the aforementioned North line of those lands as described In Official Records Book 652, Page 484,a distance of 50.00 feet to the Point of Beginning. . • is 2 l DM#216040 SI 'p . MORRISON HERSHFIELD STRUCTURAL CALCULATIONS FOR SPRINT MMIMO INSTALLATION Site Number: JA73XC054 Site Name: ATLANTIC BEACH Address: 2301 Mayport Road, Atlantic Beach, Duval County, FL 32233 Project#: ERC-315 / 1803499 STRUCTURAL CALCULATION — PASSING Summary of Results Mount Components 65.8% Sufficient For Ericsson Date: 12/14/2018 Prepared By Morrison Hershfield 1455 Lincoln Parkway, Suite 500 ,,`�� NCE C�i���� Atlanta, GA 30346 b..‘s " ` ' -.. E ... 9O Phone: (770) 379-8500 �� SF•':�� ''. Fax: (770) 379-8501 • * No 68787 • �t 1.13.• STATE OF "/ °T••.�� :\�Digitally signed by ' °R‘ tance Cooke Date: 2018.12.14 08:10:23-08'00' G. Lance Cooke, P.E. (FL License No. 68787) Senior Engineer Certificate of Authorization # 8508 Project#:ERC-315/1803499 FP II Date: 12/14/2018 Site#:JA73XC054/Atlantic Beach MORRISON HERSHFIELD By:KP 1.0 INTRODUCTION: This is a 123 ft tall water tank. Existing and proposed antennas and equipment are to be installed on the existing catwalk at 100 ft elevation. Coordinates: Latitude 30° 20' 58.3" N, Longitude 81°24'42.2"W The purpose of this structural calculation is to verify the integrity of the existing catwalk to support the existing and proposed telecommunication equipment. 2.0 REFERENCES: 1. 2017 Florida Building Code, 6`h Edition 2. ASCE 7-10, Minimum Design Loads for Building and Other Structures 3. AISC 325-11, Manual of Steel Construction 4. RF Data Sheet: Sprint, RFDS Name:JA73XC054, dated 08/07/2017 5. Previous Mount Analysis: Foresite Group, Site no.JA73XC054, dated 9/28/2017 6. Previous Mount Analysis: Morrison Hershfield, Project#: 6130484: NEV-427, dated 3/20/14 7. Preliminary Construction Drawings: Morrison Hershfield, Project #: 180349900: JA73XC054, dated 11/05/2018 8. Acceptance Request Tool: Sprint, Req ID: 43636 rev 3, dated 4/8/2015 9. Tower Mapping: Unknown, Site#:JA73XC054, dated 03/28/12 3.0 ANALYSIS CRITERIA: • Design Wind Speed : 140 mph (Ultimate 3-sec gust wind)with no radial ice (ASCE 7-10) • Risk Category: IV • Exposure Category: C • Topographic Factor: KZt= 1.0 4.0 ANALYSIS LOADING: Mount Antenna Antenna Description Carrier Location TX-Lines Notes C.L(ft) C.L(ft) PROPOSED 100.0 100.0 (3) Ericsson AIR 6488 Panel Sprint 10°/110°/210° (3) Hybrid 1 EXISTING (3) RFS APXVSPP18 Panel 10°/110°/210° (3) Ericsson RRUS-11 RRH (3) Ericsson RRUS-31 RRH (3) Hybrid 2 (3) Ericsson 800 ESMR Filter 100.0 100.0 Sprint (9) RFS ACU-A20-N RET (3)CommScope TTTT65AP-1XR Panel 10°/110°/230° (3) Ericsson RRUS-82 RRH (3)Fiber 3 (3) Nokia FFHS NSN Radar Filter Note: Any discrepancies in loading from this listing should be brought to Morrison Hershfield's attention; results of this assessment cannot be used if the loading is different. 1. Proposed antennas and equipment are to be installed on the existing catwalk. 2. Existing antennas and equipment that are to remain. 3. Existing antenna and equipment that are to be removed and have not been considered in this analysis. Project#:ERC-315/1803499 Fri Date: 12/14/2018 Site#:JA73XC054/Atlantic Beach MORRISON HERSHFIELD By:KP 5.0 ASSUMPTIONS AND ANALYSIS PROVISIONS: 1. The water tank, foundation, and antenna supporting mounts were constructed according to applicable code. 2. The water tank and antenna supporting mounting system have been maintained according to construction document and manufacturer's specifications. 3. The water tank and its components, including antenna supporting mounts have not been compromised. 4. The analysis of the existing water tank is outside of the scope of this report and has not been performed. 5. The original mount specifications were not available. MH assumed the following materials based on experience with similar mounts: • Angles/Plates/Channels: ASTM A36 • Pipes: ASTM A53 Gr. B • Square HSS: ASTM A500 Gr. B • Unistruts: ASTM A570 Gr.33 • U-Bolts: ASTM A307 6. This report is not a construction document. 6.0 WIND LOAD CALCULATIONS ON APPURTENANCES: Code Search Code: Florida Building Code 2017 • Occupancy: Occupancy Group= U Utility&Miscellaneous I. Risk Category & Importance Factors: Risk Category Category IV:Buildings and other structures designated as essential facilities •1 Wind Loads - Other Structures: ASCE 7- 10 Ultimate Wind Pressures Importance Factor= 1.00 Gust Effect Factor (G)= 0.85 Wind Speed= 140 mph Kzt= 1.00 Exposure= C 1.Sprint's Proposed (1) Ericsson AIR 6488 Panel Wind Load,Total of(3) Front: A. Solid Freestanding Walls & Solid Signs (&open signs with less than 30% open) s/h= 0.03 CaseA&B Dist to sign top(h) 100.0 ft B/s = 0.49 Cr = 1.85 Height (s) 2.7 ft Lr/s = 0.00 F= qz G Cf As = 84.9 As Width (B) 1.3 ft Kz = 1.266 As = 3.5 sf Wall Return(Lr)= 0.0 ft az = 54.0 sf F = 296 lbs Directionality (Kd) 0.851 ASCE7 Load Combinations Use • Side: A.Solid Freestanding Walls &Solid Signs (&open signs with less than 30% open) s/h = 0.03 Case A&B Dist to sign top(h) 100.0 ft B/s = 0.25 G = 1.85 Height (s) 2.7 ft Lr/s= 0.00 F= qz G Cf As = 84.9 As Width (B) 0.7 ft Kz = 1.266 As = 1.8 sf Wall Return(Lr)= 0.0 ft az= 54.0 psf F = 149 lbs Directionality (Kd) 0.851 ASCE7 Load Combinations Use;•I Project#:ERC-315/1803499 FP U Date: 12/14/2018 Site#:JA73XC054/Atlantic Beach MORRISON HERSHFIELD By:KP 2. Sprint's Existing(1) RFS APXVSPP18 Panel Wind Load,Total of(3) Front: A.Solid Freestanding Walls & Solid Signs (&open signs with less than 30% open) s/h= 0.06 Case A&B Dist to sign top(h) 100.0 ft B/s = 0.16 Cf = 1.87 Height (s) 6.0 ft Lr/s = 0.00 F= qz G Cf As = 85.7 As Width (B) 1.0 ft Kz = 1.266 As 2 5.9 sf Wall Return(Lr)= 0.0 ft qz = 54.0 psf F = 506 lbs Directionality (Kd) 0.851 ASCE7 Load Combinations Use v I Side: A.Solid Freestanding Walls &Solid Signs (&open signs with less than 30% open) s/h= 0.06 CaseA&B Dist to sign top(h) 100.0 ft B/s = 0.10 Cf = 1.90 Height (s) 6.0 ft Lr/s = 0.00 F=qz G Cf As = 87.3 As Width (B) 0.6 ft Kz = 1.266 As 2 3.5 sf Wall Return(Lr)= 0.0 ft qz = 54.0 psf F = 306 lbs Directionality (Kd) 0.851 ASCE7 Load Combinations Use 'y I 3. Sprint's Existing(1) Ericsson RRUS-31 RRH Wind Load,Total of(3) Front: A.Solid Freestanding Walls &Solid Signs (&open signs with less than 30% open) s/h= 0.01 Case A&B Dist to sign top(h) 100.0 ft B/s= 0.72 Cf = 1.83 Height (s) 1.4 ft Lr/s= 0.00 F=qz G Cf As = 83.9 As Width (B) 1.0 ft Kz = 1.266 As 2 1.4 sf Wall Return(Lr)= 0.0 ft qz= 54.0 sf F = 113 lbs Directionality (Kd) 0.851 ASCE7 Load Combinations Use V Side: A.Solid Freestanding Walls &Solid Signs (&open signs with less than 30% open) s/h= 0.01 CaseA&B Dist to sign top(h) 100.0 ft B/s = 0.56 Cf = 1.84 Height (s) 1.4 ft Lr/s = 0.00 F=qz G Cf As = 84.6 As Width (B) 0.8 ft Kz = 1.266 As 2 1.1 sf Wall Return(Lr)= 0.0 ft az 5_4A...4f F = 90 lbs Directionality (Kd) 0.85)ASCE7 Load Combinations Use 4. Sprint's Existing(1) Ericsson RRUS-11 RRH Wind Load,Total of(3) Front: A.Solid Freestanding Walls &Solid Signs (&open signs with less than 30% open) s/h= 0.02 Case A&B Dist to sign top(h) 100.0 ft B/s = 0.86 Cf = 1.81 Height (s) 1.6 ft Lr/s = 0.00 F= qz G Cf As = 83.2 As Width (B) 1.4 ft Kz = 1.266 As 2 2.3 sf Wall Return(Lr)= 0.0 ft qz = 54.0 psf F = 194 lbs Directionality (Kd) 0.851 ASCE7 Load Combinations Use V • Project#:ERC-315/1803499Wki L! Date: 12/14/2018 Site#:JA73XC054/Atlantic Beach MORRISON HERSHFIELD By:KP Side: A. Solid Freestanding Walls & Solid Signs (&open signs with less than 30% open) s/h = 0.02 Case A&B Dist to sign top(h) 100.0 ft B/s = 0.37 Cf = 1.85 Height (s) 1.6 ft Lr/s = 0.00 F= qz G Cf As = 84.9 As Width (B) 0.6 ft Kz = 1.266 As = 1.0 sf Wall Return (Lr)= 0.0 ft qz = 54.0 psf F = 84 lbs Directionality (Kd) 0.851 ASCE7 Load Combinations Use'v I 5. Sprint's Existing(1) Ericsson 800 ESMR Filter Wind Load,Total of(3) Front: A.Solid Freestanding Walls &Solid Signs (&open signs with less than 30% open) s/h= 0.01 CaseA&B Dist to sign top(h) 100.0 ft B/s = 0.83 Cr = 1.82 Height (s) 1.0 ft Lr/s= 0.00 F= qz G Cf As = 83.4 As Width (B) 0.8 ft Kz = 1.266 As ' 0.8 sf Wall Return(Lr)= 0.0 ft qz= 54.0 psf F = 69 lbs Directionality (Kd) 0.851 ASCE7 Load Combinations Use v I Side: A.Solid Freestanding Walls &Solid Signs (&open signs with less than 30% open) s/h= 0.01 CaseA&B Dist to sign top(h) 100.0 ft B/s = 0.25 Cr = 1.85 Height (s) 1.0 ft Lr/s= 0.00 F= qz G Cf As = 84.9 As Width (B) 0.3 ft Kz = 1.266 As = 0.3 sf Wall Return(Lr)= 0.0 ft az= 54.0 psf F = 21 lbs Directionality (Kd) 0.851 ASCE7 Load Combinations Use V 1 7.0 WIND LOAD CALCULATIONS ON MOUNT MEMBERS: 1. P2.0STD (2.375" OD) Wind Load w= (68.5 pst)(2.375/12ft) = 18.9 lbs/ft B.Open Signs& Lattice Frameworks(openings 30%or more of gross area) Height to centroid of Af(z)' 100.0 ft Kz = 1.266 Base pressure(qz)= 54.0 psf Width(zero if round? 0.0 ft Diameter(zero if rev 0.2 ft D(qz)^.5= 1.45 F= qz G Cf Af = 59.6 Af Percent of open area I = 0.15 Solid Area: Af =' 0.0 sf to gross area 85.0% Cf = 1.3 F = 0 lbs Directionality (Kd) 0.851 ASCE7 Load Combinations Use'V 2. P1.25STD (1.66" OD)Wind Load w= (68.5 psf)(1.66/12ft) = 18.9 lbs/ft B. Open Signs&Lattice Frameworks(openings 30%or more of gross area) Height to centroid of Af(z)' 100.0 ft Kz = 1.266 Base pressure(qz)= 54.0 psf Width(zero if round) 0.0 ft Diameter(zero if reci 0.1 ft D(qz)^.5= 1.02 F= qz G Cf Af = 59.6 Af Percent of open area I = 0.15 Solid Area: Af =' 0.0 sf to gross area 85.0% Cf = 1.3 F = 0 lbs Directionality (Kd) 0.851 ASCE7 Load Combinations Use V • Project#:ERC-315/1803499 Date: 12/14/2018 Site#:JA73XC054/Atlantic Beach MORRISON HERSHFIELD By:KP 3. PL2x1/4 (2" Width)Wind Load w= (94.8 psf)(2/12ft) = 18.9 lbs/ft B. Open Signs& Lattice Frameworks(openings 30%or more of gross area) Height to centroid of Af(z)' 100.0 ft Kz = 1.266 Base pressure(qz)= 54.0 psf Width (zero if round) 0.2 ft Diameter(zero if reel 0.0 ft F= qZ G Cf Af = 82.6 Af Percent of open area I = 0.15 Solid Area: Af =' 0.0 sf to gross area 85.0% Cf = 1.8 F = 0 lbs Directionality (Kd) 0.851 ASCE7 Load Combinations Use V I 4. L2x2x1/4(2" Width)Wind Load w= (94.8 psf)(2/12ft) = 18.9 lbs/ft B. Open Signs&Lattice Frameworks(openings 30%or more of gross area) Height to centroid of Af(z)' 100.0 ft Kz = 1.266 Base pressure(qz)= 54.0 psf Width (zero if round] 0.2 ft Diameter(zero if rec 0.0 ft F= qz G Cf Af = 82.6 Af Percent of open area I = 0.15 Solid Area: Af =' 0.0 sf to gross area 85.0% Cf = 1.8 F = 0 lbs Directionality (Kd) 0.851 ASCE7 Load Combinations Use v I 5. PL8x3/8 (8" Width)Wind Load w=(94.8 pst)(8/12ft) = 18.9 lbs/ft B. Open Signs&Lattice Frameworks(openings 30%or more of gross area) Height to centroid of Af(z)' 100.0 ft Kz = 1.266 Base pressure(qz)= 54.0 psf Width(zero if round) 0.7 ft Diameter(zero if reel 0.0 ft F= qz G Cf Af = 82.6 Af Percent of open area I = 0.15 Solid Area: Af ' 0.0 sf to gross area 85.0% Cf = 1.8 F = 0 lbs Directionality (Kd) 0.851 ASCE7 Load Combinations Usr1 v 1 6. L3x3x1/4 (3" Width)Wind Load w=(94.8 pst)(3/12ft) = 18.9 lbs/ft B. Open Signs& Lattice Frameworks(openings 30%or more of gross area) Height to centroid of Af(z)' 100.0 ft Kz = 1.266 Base pressure(qz)= 54.0 psf Width(zero if round] 0.3 ft Diameter(zero if reef 0.0 ft F= qz G Cf Af = 82.6 Af Percent of open area I = 0.15 Solid Area: Af ' 0.0 sf to gross area 85.0% Cf = 1.8 F = 0 lbs Directionality (Kd) 0.851 ASCE7 Load Combinations Use V I Project#:ERC-315/1803499 P II Date: 12/14/2018 Site#:JA73XC054/Atlantic Beach MORRISON HERSHFIELD By:KP 8.0 STRUCTURAL CALCULATION: This structural calculation has been performed in accordance with the 2017 Florida Building Code, 6th Edition, and the 2015 International Building Code based on an ultimate 3-second gust wind speed of 140 mph. Exposure Category C and Risk Category II were used in this analysis. The load combinations listed in the 2017 Florida Building Code - Building, Sixth Edition (Section 1605.2) have been considered in this analysis. Combinations involving wind load have been considered in 12 different wind directions in 30 degree increments. The following load combinations are considered to be critical: • 1.4(D+F) (Equation 16-1) • 1.2(D+F)+1.0 W (Equation 16-4) • 0.9 D+1.0W (Equation 16-6) The existing mount geometry and member sizes are taken from the Previous Tower Mapping & Photos supplied by Sprint, Site no. JA73XC054, dated 3/28/2012. The existing loading is taken from the Previous Mount Analysis by Foresite Group, Site #: JA73XC054, dated 9/28/2017. The proposed loading are taken from the RF Data Sheet by Sprint, RFDS Name: JA73XC054, dated 8/7/2018, and the Preliminary Construction Drawings by Morrison Hershfield, Project#: 180349900, dated 11/05/2018. The existing catwalk was analyzed using a RISA-3D model. From the RISA-3D analysis, the catwalk is capable of supporting the existing and proposed equipment configuration [see attached RISA-3D output] Member Shape Code Check Loc[inj LC Shear Check Loc[jnLDirLC phi Pnc..phi'Pnt[.,Dhi'Mn..,phi'Mn..,Cp Ean 1 Al PIPE 2.0 .658 78 2 .051 43 23 14916.0.. 32130 1871.6251871.6251.. H1 lb 2 A6 PIPE 2.0 .647 78 8 .052 43 5 14916.0.. 32130 1871.6251871.6252.. Hi-lb 3 A3 PIPE 2.0 .608 78 5 .053 43 8 14916.0.. 32130 1871.6251871.6252.. H1-113 4 HR12 PIPE 1.25 .585 37.592 20 .187 75.183 2 7353.894 19687.5 800.625 800.625 2.. Hi-lb 5 HR18 PIPE 1.25 .556 37.592 18 .218 0 127353.894 19687.5 800.625 800.625 3.. H1-lb 6 HR1 PIPE 1.25, .538 37.592 14 .203 0 8 16835.9.. 19687.5 800.625 800.625 1 H1-lb 7 HR24 PIPE 1.25 .494 75.183 8 .272 75.183 8 15399.1.. 19687.5 800.625 800.625 4.. Hi-lb 8 HR17 PIPE 1.25 .482 75.183 11 .193 75,183 11 7353.894 19687.5 800.625 800.625 4.. H1-lb 9 HR13 PIPE 1.25 .472 0 2 .208 0 2 7353.894 19687.5 800.625 800.625 4.. Hi-lb 10 HR2 PIPE 1.25 .428 0 8 .191 0 8 7353.894 19687.5 800.625 800.625 3.. H1-lb Based on our analysis,the maximum force on any of the connections of the mount assemblies to the tower are much less than the minimum required 10-kips; therefore, by inspection, all connections are determined to be sufficient for the proposed loading. Summary of Structural Calculation Results: The existing catwalk will be sufficient to support the existing and proposed equipment. 9.0 RECOMMENDATIONS: 1. All assumptions made in this analysis should be carefully reviewed. Morrison Hershfield should be contacted for any discrepancies so that a full assessment may be made to validate the results of this analysis. 10.0 ATTACHMENTS: • RISA-3D Output • RF Data Sheet Aglattiw i kik1 - ‘., N,, \\41 l ' / _ 1,>"/ /4111,711174 ilimaramon Morrison-Hershfield SK- 1 KP Site#: JA73XC054 /Atlantic Beach Dec 7, 2018 at 3:23 PM ERC-315/1803499 ERC-315 Model.R3D -1021: -481 b -1121 , .' I • , 1i, 102 : -481b � � ♦ 2VS Airps„, 411111, or. -4sikrAitell * Loads: BLC 1, Dead Envelope Only Solution Morrison-Hershfield SK-2 KP Site#: JA73XC054 /Atlantic Beach Dec 11, 2018 at 3:31 PM ERC-315/1803499 ERC-315 Model.R3D .®. -1 dA/f. 121b/ft -14Ib/ft -141b ' -1751b _ . sn r,,. , --,...-..,------, ,,, , -141b/ft '1:18'. ; AM . C • -6: • ...................... iiii _ - _‘.. yfi.: / /:�--b/ft , ,,,,, ��,`• ft i. IV , , .,40.:kui' ... " -1i. .` -211b/ft `= i ' , i s . -141. i;0•., �c -�' -31: - •,-21Ib/ft -21Ib/` 101:__� -28I b/ft- v. IrtKMa It 111111 + 3" \ 211b/ft � -41 Ib/ft_ . t 7,ii 101. -211:'iie�: i ` "c 901111 12Ib/ft �_' -51Ib/f `, ..),.. .4.:.1. 8Ib� �,.i1�> -4fil44P/ "774hili.,,,_ fbs �i 14Ib/ft� 2281 _ 4101_ � PIIIIIIII ., 141b/ft -' •..'44AlliI1P';'.' .r. ""?' ?0;;4;,1101410111111M1 1 11b/ft 41011.-1 :' --31 41b/ft iuirr -28Ib/ - -141b/ft Loads: BLC 2, Wind 0 Envelope Only Solution Morrison-Hershfield SK-3 KP Site#: JA73XC054 /Atlantic Beach Dec 11, 2018 at 3:31 PM ERC-315/1803499 ERC-315 ModeI.R3D 0 2281b 121b/i 12lb/ft 761b 331b 1-43I17/AIt 14111/ftt 141lm'.: ilerA iiarritilk i,. -21b/ft ----)14•41.1t4 Irc, .'"--1 e lb/ft i bffi ar----4-14 " ' -1Ib/ft • �.� �. 21Ib/' 4k14. b �c i ,::. r• .i• ► `, 1Ib/ft 21Ib/ft _ 1':111 -411b/4•,' 1 Ib/;/- 131b _ ` f8�i�t �`'���� iiii:lb ',,o.-31b/ft b/ft/ft -281b 10Ib 4lb i''1 ': 1$ 1 � 77 bb pp Ii 7�b%f' -14Ib/_I 2BLb. 1442/ , Si ' 'IMAM. ' Ib/ft -4Ib i .: 75lb I i'-' :2 `l,�''�r,,1•lb/ft 1111)11 ',i00:4101, '> 1lb/ft •111 a 141b/ft .� „1R 141lmidt J t►.c'"' I�''. ' 21'"i:7„!, / � :�: ��A� r;1. ���. _131b/ft -71• -101b/ft211b/ft 21 Ib/ft Loads: BLC 5, Wind 90 Envelope Only Solution Morrison-Hershfield SK-4 KP Site#: JA73XC054 /Atlantic Beach Dec 11, 2018 at 3:31 PM ERC-315/1803499 ERC-315 Model.R3D rg 48, ..4 16.770 . .08 110 7 ,.07hi?.-1! l',..) 16 , 6 04IkZ441 WWA O i,1!% zifri (1' i . 74I , cp .t" It %v.. I i„ ., .••I..0 : � �t'. • i 06 cv .12 .05 O '` Iiii:•43 ,8 °, 04\o 07 ° o _ ° e ®,.07 �06.a�,,06.1 Member Code Checks Displayed(Enveloped) Loads: BLC 14, Envelope Only Solution Morrison-Hershfield SK-5 KP Site#: JA73XC054/Atlantic Beach Dec 11, 2018 at 3:24 PM ERC-315/ 1803499 ERC-315 Model.R3D 174: tz Z M .19 .05 .03 �o : 174,o a .off ;, rW f5 0 o .,, -ci p.. o, �0 . fr •00 ®r zik 0‘..0 te,.t.,L i 0 SP i.jp, ' „,,kAih "3„„j-W-' O ,.iii. 04 .03 • � .•�@2J,�, .03 2 — � .0L ,02 Member Shear Checks Displayed(Enveloped) Loads: BLC 14, Envelope Only Solution Morrison-Hershfield SK-6 KP Site#: JA73XC054/Atlantic Beach Dec 11, 2018 at 3:24 PM ERC-315/ 1803499 ERC-315 Model.R3D : Morrison-Hershfield Dec 11,2018 ICompany IRISA Designer : KP 3:23 PM Job Number ERC-315/1803499 Checked By: „„:7.,,_;K ,,; Model Name : Site#:JA73XC054/Atlantic Beach (Global) Model Settings Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation? Yes Increase Nailing Capacity for Wind? Yes Include Warping? Yes Trans Load Btwn Intersecting Wood Wall? Yes Area Load Mesh (inA2) 144 Merge Tolerance(in) .12 P-Delta Analysis Tolerance 0.50% Include P-Delta for Walls? Yes Automatically Iterate Stiffness for Walls? Yes Max Iterations for Wall Stiffness 3 Gravity Acceleration (in/sec^2) 386.4 Wall Mesh Size(in) 24 Eigensolution Convergence Tol. (1.E-) 4 Vertical Axis Y Global Member Orientation Plane XZ Static Solver Sparse Accelerated Dynamic Solver Accelerated Solver Hot Rolled Steel Code AISC 14th(360-10): LRFD Adjust Stiffness? Yes(Iterative) RISAConnection Code None Cold Formed Steel Code None Wood Code None Wood Temperature < 100F Concrete Code None Masonry Code None Aluminum Code None-Building None Number of Shear Regions 4 Region Spacing Increment(in) 4 Biaxial Column Method Exact Integration Parme Beta Factor(PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections? Yes Use Cracked Sections Slab? Yes Bad Framing Warnings? No Unused Force Warnings? Yes Min 1 Bar Diam. Spacing? No Concrete Rebar Set REBAR SET_ASTMA615 Min % Steel for Column 1 Max% Steel for Column 8 RISA-3D Version 16.0.1 [O:\...\...\...\...\...\ERC-315 MA\Analysis\ERC-315 Model.R3D] Page 2 Company : Morrison-Hershfield Dec 11,2018 I IIRISA Designer : KP 3:23 PM Job Number : ERC-315/1803499 Checked By. ANEMETSCHEK COMPANY Model Name : Site#:JA73XC054/Atlantic Beach (Global) Model Settings, Continued Seismic Code ASCE 7-10 Seismic Base Elevation (in) Not Entered Add Base Weight? Yes Ct X .02 Ct Z .02 T X(sec) Not Entered T Z(sec) Not Entered RX 3 RZ 3 Ct Exp. X .75 Ct Exp. Z .75 SDI 1 SDS 1 Si 1 TL (sec) 5 Risk Cat I or II Drift Cat Other Om Z 1 Om X 1 Cd Z 4 Cd X 4 Rho Z 1 Rho X 1 Hot Rolled Steel Properties Label E[ksi] G fksi] Nu Therm(\1E...Density[k/ft... Yield[ksil Ry Fu[ksi] Rt 1 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1 2 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2 3 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 4 A500 Gr.B RND 29000 11154 .3 .65 .527 42 1.4 58 1.3 5 A500 Gr.B Rect 29000 11154 .3 .65 .527 46 1.4 58 1.3 6 A53 Gr.B 29000 11154 .3 .65 .49 35 1.6 60 1.2 7 A1085 29000 11154 .3 .65 .49 50 1.4 65 1.3 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design...A[int] lyy[in4l.lzz[in4]. J[in4] 1 Face Horizontal PL8x3/8 Beam None A36 Gr.36 Typica 3 .035 16 .136 2 Verticals L2x2x4 Beam None A36 Gr.36 Typica .944 .346 .346 .021 3 Handrail PIPE 1.25 Beam None A53 Gr.B Typica .625 .184 .184 .368 4 Diagonals PL2x1/4 Beam None A36 Gr.36 Typica .5 .003 .167 .01 5 Antenna Pipes PIPE 2.0 Beam None A53 Gr.B Typica, 1.02 .627 .627 1.25 6 Support L3x3x4 Beam None A53 Gr.B Typica 1.44 1.23 1.23 .031 Joint Boundary Conditions Joint Label X[k/in] Y[kiln] Z[k/in] X Rot.[k-ft/rad] Y Rot.[k-ft/rad] Z Rot.[k-ft/rad] 1 N2 Reaction Reaction Reaction Reaction Reaction Reaction 2 N3 Reaction Reaction Reaction Reaction Reaction Reaction 3 N4 Reaction Reaction Reaction Reaction Reaction Reaction 4 N5 Reaction Reaction Reaction Reaction Reaction Reaction 5 N6 Reaction Reaction Reaction Reaction Reaction Reaction 6 N7 Reaction Reaction Reaction Reaction Reaction Reaction 7 N8 Reaction Reaction Reaction Reaction Reaction Reaction 8 N9 Reaction Reaction Reaction Reaction Reaction Reaction RISA-3D Version 16.0.1 [O:\...\...\...\...\...\ERC-315 MA\Analysis\ERC-315 Model.R3D] Page 3 ICompany : Morrison-Hershfield Dec 11,2018 RISA Designer : KP 3:23 PM Job Number : ERC-315/1803499 Checked By: -,,i.F,-:,,,,,;,, Model Name : Site#:JA73XC054/Atlantic Beach Joint Boundary Conditions (Continued) Joint Label X jk/in] Y jk/in] Z[k/in] X Rot.[k-ft/radj Y Rot.[k-ft/rad] Z Rot.jk-ft/rad] 9 N10 Reaction Reaction Reaction Reaction Reaction Reaction 10 N11 Reaction Reaction Reaction Reaction Reaction Reaction 11 N12 Reaction Reaction Reaction Reaction Reaction Reaction 12 N13 Reaction Reaction Reaction Reaction Reaction Reaction 13 N14 Reaction Reaction Reaction Reaction Reaction Reaction 14 N15 Reaction Reaction Reaction Reaction Reaction Reaction 15 N16 Reaction Reaction Reaction Reaction Reaction Reaction 16 N17 Reaction Reaction Reaction Reaction Reaction Reaction 17 N18 Reaction Reaction Reaction Reaction Reaction Reaction 18 N19 Reaction Reaction Reaction Reaction Reaction Reaction 19 N20 Reaction Reaction Reaction Reaction Reaction Reaction 20 N21 Reaction Reaction Reaction Reaction Reaction Reaction 21 N22 Reaction Reaction Reaction Reaction Reaction Reaction 22 N23 Reaction Reaction Reaction Reaction Reaction Reaction 23 N24 Reaction Reaction Reaction Reaction Reaction Reaction 24 N25 Reaction Reaction Reaction Reaction Reaction Reaction 25 N74 Reaction Reaction Reaction Reaction Reaction Reaction 26 N76 Reaction Reaction Reaction Reaction Reaction Reaction 27 N70 Reaction Reaction Reaction Reaction Reaction Reaction 28 N72 Reaction Reaction Reaction Reaction Reaction Reaction 29 N66 Reaction Reaction Reaction Reaction Reaction Reaction 30 N68 Reaction Reaction Reaction Reaction Reaction Reaction 31 N62 Reaction Reaction Reaction Reaction Reaction Reaction 32 N64 Reaction Reaction Reaction Reaction Reaction Reaction 33 N58 Reaction Reaction Reaction Reaction Reaction Reaction 34 N60 Reaction Reaction Reaction Reaction Reaction Reaction 35 N78 Reaction Reaction Reaction Reaction Reaction Reaction 36 N80 Reaction Reaction Reaction Reaction Reaction Reaction 37 N255A Reaction Reaction Reaction Reaction Reaction Reaction 38 N256A Reaction Reaction Reaction Reaction Reaction Reaction 39 N257A Reaction Reaction Reaction Reaction Reaction Reaction 40 N258A Reaction Reaction Reaction Reaction Reaction Reaction 41 N259 Reaction Reaction Reaction Reaction Reaction Reaction 42 N260 Reaction Reaction Reaction Reaction Reaction Reaction Basic Load Cases BLC Description Category X Gr...Y Gr..Z Gr...Joint Point Distribut... Area(Member) Surface(Plate/Wall) 1 Dead DL -1 24 2 Wind 0 None 36 180 3 Wind 30 None 36 180 4 Wind 60 None 36 180 5 Wind 90 None 36 180 6 Wind 120 , None 36 180 7 Wind 150 None 36 180 8 Wind 180 None 36 180 9 Wind 210 None 36 180 10 Wind 240 None 36 180 11 Wind 270 None 36 180 12 Wind 300 None 36 180 13 Wind 330 None 36 180 RISA-3D Version 16.0.1 [O:\...\...\...\...\...\ERC-315 MA\Analysis\ERC-315 Model.R3D] Page 4 : Morrison-Hershfield Dec 11,2018 ICompany I R ISA Designer : KP 3:23 PM Job Number ERC-315/1803499 Checked By: - j ,,;,,,h. Model Name : Site#:JA73XC054/Atlantic Beach Load Combinations Description Sol...PD...SRSS BLC Factor BLC Factor BLC F...... F...... F...... F...... F...... F...... F...... F... 1 1.4 Dead Yes Y DL 1.4 2 1.2 Dead+1.0 Wind 0 Yes Y DL 1.2 2 1 3 1.2 Dead+ 1.0 Wind 30 Yes Y DL 1.2 3 1 4 1.2 Dead+1.0 Wind 60 Yes Y DL 1.2 4 1 5 1.2 Dead+ 1.0 Wind 90 Yes Y DL 1.2 5 1 6 1.2 Dead+1.0 Wind 1...Yes Y DL 1.2 6 1 7 1.2 Dead+1.0 Wind 1...Yes Y DL 1.2 7 1 8 1.2 Dead+1.0 Wind 1...Yes Y DL 1.2 8 1 g 1.2 Dead+1.0 Wind 2...Yes Y DL 1.2 9 1 10 1.2 Dead+1.O Wind 2...YeS Y DL 1.2 10 1 11 1.2 Dead+ 1.0 Wind 2...Yes Y DL 1.2 11 1 12 1.2 Dead+1.0 Wind3...Yes Y DL 1.2 12 1 13 1.2 Dead+1.0 Wind 3...Yes Y DL 1.2 13 1 14 0.9 Dead+1.O Wind 0 Yes Y DL .9 2 1 15 0.9 Dead+ 1.0 Wind 30 Yes Y DL .9 3 1 16 0.9 Dead+1.0 Wind 60 Yes Y DL .9 4 1 17 0.9 Dead+ 1.0 Wind 90 Yes Y DL .9 5 1 18 0.9 Dead+1.0 Wind 1...Yes Y DL .9 6 1 19 0.9 Dead+ 1.0 Wind 1...Yes Y DL .9 7 1 20 0.9 Dead+1.0 Wind 1...Yes Y DL .9 8 1 21 0.9 Dead+ 1.0 Wind 2...Yes Y DL .9 9 1 22 0.9 Dead+1.0 Wind 2...Yes Y DL .9 10 1 23 0.9 Dead+1.0 Wind 2...Yes Y DL .9 11 1 24 0.9 Dead+1.O Wind 3...Yes Y DL .9 12 1 25 0.9 Dead+1.0 Wind 3...Yes Y DL .9 13 1 Member Point Loads (BLC 1 : Dead) Member Label Direction Magnitude[Ib.lb-ft] Location[in,%] 1 Al Y -29 0 2 Al Y -29 72 3 A2 Y -48 22 4 A2 Y -48 57 5 A3 Y -29 0 6 A3 Y -29 72 7 A4 Y -48 22 8 A4 Y -48 57 9 A5 Y -48 22 10 A5 Y -48 57 11 A6 Y -29 0 12 A6 Y -29 72 13 Al Y -51 20 14 Al Y -51 20 15 A3 Y -51 20 16 A3 Y -51 20 17 A6 Y -51 20 18 A6 Y -51 20 19 Al Y -56 60 20 Al Y -56 60 21 A3 Y -56 60 22 A3 Y -56 60 23 A6 Y -56 60 24 A6 Y -56 60 RISA-3D Version 16.0.1 [O:\...\...\...\...\...\ERC-315 MA\Analysis\ERC-315 Model.R3D] Page 5 : Morrison-Hershfield Dec 11,2018 ICompany ,RISA Designer : KP 3:23 PM Job Number ERC 315/1803499 Checked By: ,,, ,,, ;.,,.4,.,;,,,,,,h, Model Name : Site#:JA73XC054/Atlantic Beach Member Point Loads (BLC 2 : Wind 0) Member Label Direction Magnitude[Ib,lb-ft] Location[in,%1 1 Al Z -228 0 2 Al Z -228 72 3 Al X 0 0 4 Al X 0 72 5 A2 Z -133 22 6 A2 Z -133 57 7 A2 X 0 0 8 A2 X 0 0 9 A3 Z -153 0 10 A3 Z -153 72 11 A3 X 0 0 12 A3 X 0 72 13 A4 Z -68 22 14 A4 Z -68 57 15 A4 X 0 0 16 A4 X 0 0 17 A5 Z -133 22 18 A5 Z -133 57 19 A5 X 0 0 20 A5 X 0 0 21 A6 Z -228 0 22 A6 Z -228 72 23 A6 X 0 0 24 A6 X 0 72 25 Al Z -76 20 26 Al X 0 20 27 A3 Z -175 20 28 A3 X 0 20 29 A6 Z -76 20 30 A6 X 0 20 31 Al Z -81 60 32 Al X 0 60 33 A3 Z -102 60 34 A3 X 0 60 35 A6 Z -81 60 36 A6 X 0 60 Member Point Loads (BLC 3 : Wind 30) Member Label Direction Magnitude[Ib,lb-ft] Location[in.%] 1 Al Z -178 0 2 Al Z -178 72 3 Al X 103 0 4 Al X 103 72 5 A2 Z -101 22 6 A2 Z -101 57 7 A2 X 58 22 8 A2 X 58 57 9 A3 Z -139 0 10 A3 Z -139 72 11 A3 X 80 0 12 A3 X 80 72 13 A4 Z -73 22 14 A4 Z -73 57 15 A4 X 42 22 16 A4 X 42 57 17 A5 Z -101 22 RISA-3D Version 16.0.1 [O:\...\...\...\...\...\ERC-315 MA\Analysis\ERC-315 Model.R3D] Page 6 : Morrison-Hershfield Dec 11,2018 ICompany I R ISA Designer : KP 3:23 PM Job Number : ERC-315/1803499 Checked By: a,M_,,, F,-,;,gyp,,;. Model Name : Site#:JA73XC054/Atlantic Beach Member Point Loads (BLC 3 : Wind 30) (Continued) Member Label Direction Magnitudeflb,lb-ftl Locationfin,%1 18 A5 Z -101 57 19 A5 X 58 22 20 A5 X 58 57 21 A6 Z -178 0 22 A6 Z -178 72 23 A6 X 103 0 24 A6 X 103 72 25 Al Z -50 20 26 Al X 87 20 27 A3 Z -130 20 28 A3 X 75 20 29 A6 Z -50 20 30 A6 X 87 20 31 Al Z -75 60 32 Al X 43 60 33 A3 Z -84 60 34 A3 X 48 60 35 A6 Z -75 60 36 A6 X 43 60 Member Point Loads (BLC 4 : Wind 60) Member Label Direction Magnitudejlb,lb-ft] Location[in,%] 1 Al Z -80 0 2 Al Z -80 72 3 Al X 139 0 4 Al X 139 72 5 A2 Z -42 22 6 A2 Z -42 57 7 A2 X 73 22 8 A2 X 73 57 9 A3 Z -103 0 10 A3 Z -103 72 11 A3 X 178 0 12 A3 X 178 72 13 A4 Z -58 22 14 A4 Z -58 57 15 A4 X 101 22 16 A4 X 101 57 17 A5 Z -42 22 18 A5 Z -42 57 19 A5 X 73 22 20 A5 X 73 57 21 A6 Z -80 0 22 A6 Z -80 72 23 A6 X 139 0 24 A6 X 139 72 25 Al Z -75 20 26 Al X 130 20 27 A3 Z -50 20 28 A3 X 87 20 29 A6 Z -75 20 30 A6 X 130 20 31 Al Z -84 60 32 Al X 48 60 33 A3 Z -43 60 34 A3 X 75 60 RISA-3D Version 16.0.1 [O:\...\...\...\...\...\ERC-315 MA\Analysis\ERC-315 Model.R3D] Page 7 : Morrison-Hershfield Dec 11,2018 ICompany I RISA Job NDesigner : KP 3:23 PM umber : ERC-315/1803499 Checked By: ,,y_,,,,_r. ,w-,; ,,, , Model Name : Site#:JA73XC054/Atlantic Beach Member Point Loads (BLC 4 : Wind 60) (Continued) Member Label Direction Magnitude[Ib,lb-ftl Location[in,%1 35 A6 Z -84 60 36 A6 X 48 60 Member Point Loads (BLC 5 : Wind 90) Member Label Direction Maonitude[Ib,lb-ftl Locationfin,%1 1 Al Z 0 0 2 Al Z 0 72 3 Al X 138 0 4 Al X 138 72 5 A2 Z 0 22 6 A2 Z 0 57 7 A2 X 68 22 8 A2 X 68 57 9 A3 Z 0 0 10 A3 Z 0 72 11 A3 X 228 0 12 A3 X 228 72 13 A4 Z 0 22 14 A4 Z 0 57 15 A4 X 133 22 16 A4 X 133 57 17 A5 Z 0 22 18 A5 Z 0 57 _ 19 A5 X 68 22 20 A5 X 68 57 21 A6 Z 0 0 22 A6 Z 0 72 23 A6 X 138 0 24 A6 X 138 72 25 Al Z 0 20 26 Al X 175 20 27 A3 Z 0 20 28 A3 X 76 20 29 A6 Z 0 20 30 A6 X 175 20 31 Al Z 0 60 32 Al X 102 60 33 A3 Z 0 60 34 A3 X 81 60 35 A6 Z 0 60 36 A6 X 102 60 Member Point Loads (BLC 6 : Wind 120) Member Label Direction Magnitude[lb.lb-ft] Location[in,%] 1 Al Z 80 0 2 Al Z 80 72 3 Al X 139 0 4 Al X 139 72 5 A2 Z 42 22 6 A2 Z 42 57 7 A2 X 73 22 8 A2 X 73 57 9 A3 Z 103 0 10 A3 Z 103 72 11 A3 X 178 0 12 A3 X 178 72 RISA-3D Version 16.0.1 [O:\...\...\...\...\...\ERC-315 MA\Analysis\ERC-315 Model.R3D] Page 8 : Morrison-Hershfield Dec 11,2018 ICompany 1 RISA Designer : KP 3:23 PM Job Number ERC-315/1803499 Checked By: t,,:,,. Model Name : Site#:JA73XC054/Atlantic Beach Member Point Loads (BLC 6 : Wind 120) (Continued) Member Label Direction Maonitudellb,lb-ftl Locationfin,%1 13 A4 Z 58 22 14 A4 Z 58 57 15 A4 X 101 22 16 A4 X 101 57 17 A5 Z 42 22 18 A5 Z 42 57 19 A5 X 73 22 20 A5 X 73 57 21 A6 Z 80 0 22 A6 Z 80 72 23 A6 X 139 0 24 A6 X 139 72 25 Al Z 75 20 26 Al X 130 20 27 A3 Z 50 20 28 A3 X 87 20 29 A6 Z 75 20 30 A6 X 130 20 31 Al Z 84 60 32 Al X 48 60 33 A3 Z 43 60 34 A3 X 75 60 35 A6 Z 84 60 36 A6 X 48 60 Member Point Loads (BLC 7 : Wind 150) Member Label Direction Magnitude[lb.lb-ftl Location[in,%j 1 Al Z 178 0 2 Al Z 178 72 3 Al X 103 0 4 Al X 103 72 5 A2 Z 101 22 6 A2 Z 101 57 7 A2 X 58 22 8 A2 X 58 57 9 A3 Z 139 0 10 A3 Z 139 72 11 A3 X 80 0 12 A3 X 80 72 13 A4 Z 73 22 14 , A4 Z 73 57 15 A4 X 42 22 16 A4 X 42 57 17 A5 Z 101 22 18 A5 Z 101 57 19 A5 X 58 22 20 A5 X 58 57 21 A6 Z 178 0 22 A6 Z 178 72 23 A6 X 103 0 24 A6 X 103 72 25 Al Z 50 20 26 Al X 87 20 27 A3 Z 130 20 28 A3 X 75 20 29 A6 Z 50 20 RISA-3D Version 16.0.1 [O:\...\...\...\...\...\ERC-315 MA\Analysis\ERC-315 Model.R3D] Page 9 : Morrison-Hershfield Dec 11,2018 ICompany 'RISA Designer : KP 3:23 PM Job Number ERC-315/1803499 Checked By: ANEMETSCHEK COMPANY Model Name : Site#:JA73XC054/Atlantic Beach Member Point Loads (BLC 7 : Wind 150) (Continued) Member Label Direction Maonitudeflb,lb-ftl Locationfin,%1 30 A6 X 87 20 31 Al Z 75 60 32 Al X 43 60 33 A3 Z 84 60 34 A3 X 48 60 35 A6 Z 75 60 36 A6 X 43 60 Member Point Loads (BLC 8 : Wind 180) Member Label Direction Magnitudeflb,lb-ftl Locationfin,%1 1 Al Z 228 0 2 Al Z 228 72 3 Al X 0 0 4 Al X 0 72 5 A2 Z 133 22 6 A2 Z 133 57 7 A2 X 0 0 8 A2 X 0 0 9 A3 Z 153 0 10 A3 Z 153 72 11 A3 X 0 0 12 A3 X 0 72 13 A4 Z 68 22 14 A4 Z 68 57 15 A4 X 0 0 16 A4 X 0 0 17 A5 Z 133 22 18 A5 Z 133 57 19 A5 X 0 0 20 A5 X 0 0 21 A6 Z 228 0 22 A6 Z 228 72 23 A6 X 0 0 24 A6 X 0 72 25 Al Z 76 20 26 Al X 0 20 27 A3 Z 175 20 28 A3 X 0 20 29 A6 Z 76 20 30 A6 X 0 20 31 Al Z 81 60 32 , Al X 0 60 33 A3 Z 102 60 34 A3 X 0 60 35 A6 Z 81 60 36 A6 X 0 60 Member Point Loads (BLC 9 : Wind 210) Member Label Direction Magnitudeflb,lb-ftl Locationfin,%1 1 Al Z 178 0 2 Al Z 178 72 3 Al X -103 0 4 Al X -103 72 5 A2 Z 101 22 6 A2 Z 101 57 7 A2 X -58 22 RISA-3D Version 16.0.1 [O:\...\...\...\...\...\ERC-315 MA\Analysis\ERC-315 Model.R3D] Page 10 : Morrison-Hershfield Dec 11,2018 ICompany I R ISA Job NDesigner : KP 3:23 PM umber : ERC-315/1803499 Checked By: u,,=.,:r:,,,- Model Name : Site#:JA73XC054/Atlantic Beach Member Point Loads (BLC 9 : Wind 210) (Continued) Member Label Direction Maonitudeflb,lb-ftl Locationfin,%1 8 A2 X -58 57 9 A3 Z 139 0 10 A3 Z 139 72 11 A3 X -80 0 12 A3 X -80 72 13 A4 Z 73 22 14 A4 Z 73 57 15 A4 X -42 22 16 A4 X -42 57 17 A5 Z 101 22 18 A5 Z 101 57 19 A5 X -58 22 20 A5 X -58 57 21 A6 Z 178 0 22 A6 Z 178 72 23 A6 X -103 0 24 A6 X -103 72 25 Al Z 50 20 26 Al X -87 20 27 A3 Z 130 20 28 A3 X -75 20 29 A6 Z 50 20 30 A6 X -87 20 31 Al Z 75 60 32 Al X -43 60 33 A3 Z 84 60 34 A3 X -48 60 35 A6 Z 75 60 36 A6 X -43 60 Member Point Loads (BLC 10 : Wind 240) Member Label Direction Magnitudeflb,lb-ftl Locationfin,%1 1 Al Z 80 0 2 Al Z 80 72 3 Al X -139 0 4 Al X -139 72 5 A2 Z 42 22 6 A2 Z 42 57 7 A2 X -73 22 8 A2 X -73 57 9 A3 Z 103 0 10 A3 Z 103 72 11 A3 X -178 0 12 A3 X -178 72 13 A4 Z 58 22 14 A4 Z 58 57 15 A4 X -101 22 16 A4 X -101 57 17 A5 Z 42 22 18 A5 Z 42 57 19 A5 X -73 22 20 A5 X -73 57 21 A6 Z 80 0 22 A6 Z 80 72 23 A6 X -139 0 24 A6 X -139 72 RISA-3D Version 16.0.1 [O:\...\...\...\...\...\ERC-315 MA\Analysis\ERC-315 Model.R3D] Page 11 Company : Morrison-Hershfield Dec 11,2018 I',RISA DesNignerumber ER: KP 3:23 PM Job C-315/1803499 Checked By: ANEMETSCHEK COMPANY Model Name : Site#:JA73XC054/Atlantic Beach Member Point Loads (BLC 10 : Wind 240) (Continued) Member Label Direction Magnitudeflb,lb-ftl Locationfin,%l 25 Al Z 75 20 26 Al X -130 20 27 A3 Z 50 20 28 A3 X -87 20 29 A6 Z 75 20 30 A6 X -130 20 31 Al Z 84 60 32 Al X -48 60 33 A3 Z 43 60 34 A3 X -75 60 35 A6 Z 84 60 36 A6 X -48 60 Member Point Loads (BLC 11 : Wind 270) Member Label Direction Maanitudeflb,lb-ftl Locationfin,%] 1 Al Z 0 0 2 Al Z 0 72 3 Al X -138 0 4 Al X -138 72 5 A2 Z 0 22 6 A2 Z 0 57 7 A2 X -68 22 8 A2 X -68 57 9 A3 Z 0 0 10 A3 Z 0 72 11 A3 X -228 0 12 A3 X -228 72 13 A4 Z 0 22 14 , A4 Z 0 57 15 A4 X -133 22 16 A4 X -133 57 17 A5 Z 0 22 18 A5 Z 0 57 19 A5 X -68 22 20 A5 X -68 57 21 A6 Z 0 0 22 A6 Z 0 72 23 A6 X -138 0 24 A6 X -138 72 25 Al Z 0 20 26 Al X -175 20 27 A3 Z 0 20 28 A3 X -76 20 29 A6 Z 0 20 30 A6 X -175 20 31 Al Z 0 60 32 Al X -102 60 33 A3 Z 0 60 34 A3 X -81 60 35 A6 Z 0 60 36 A6 X -102 60 Member Point Loads (BLC 12 : Wind 300) Member Label Direction Maonitudeflb,lb-ftl Location fin,%l 1 Al Z -80 0 2 Al Z -80 72 RISA-3D Version 16.0.1 [O:\...\...\...\...\...\ERC-315 MA\Analysis\ERC-315 Model.R3D] Page 12 IICompany'RISA : Morrison-Hershfield Dec 11,2018 Designer : KP 3:23 PM Job Number ERC-315/1803499 Checked By: a�,,, -,. ,- Model Name : Site#:JA73XC054/Atlantic Beach Member Point Loads (BLC 12 : Wind 300) (Continued) Member Label Direction Magnitudeflb,lb-ftl Location[in,%1 3 Al X -139 0 4 Al X -139 72 5 A2 Z -42 22 6 A2 Z -42 57 7 A2 X -73 22 8 A2 X -73 57 9 A3 Z -103 0 10 A3 Z -103 72 11 A3 X -178 0 12 A3 X -178 72 13 A4 Z -58 22 14 A4 Z -58 57 15 A4 X -101 22 16 A4 X -101 57 17 A5 Z -42 22 18 A5 • Z -42 57 19 A5 X -73 22 20 A5 X -73 57 21 A6 Z -80 0 22 A6 Z -80 72 23 A6 X -139 0 24 A6 X -139 72 25 Al Z -75 20 26 Al X -130 20 27 A3 Z -50 20 28 A3 X -87 20 29 A6 Z -75 20 30 A6 X -130 20 31 Al Z -84 60 32 Al X -48 60 33 A3 Z -43 60 34 A3 X -75 60 35 A6 Z -84 60 36 A6 X -48 60 Member Point Loads (BLC 13 : Wind 330) Member Label Direction Magnitude[Ib,lb-ft] Location[in,%] 1 Al Z -178 0 2 Al Z -178 72 3 Al X -103 0 4 Al X -103 72 5 A2 Z -101 22 6 A2 Z -101 57 7 A2 X -58 22 8 A2 X -58 57 9 A3 Z -139 0 10 A3 Z -139 72 11 A3 X -80 0 12 A3 X -80 72 13 A4 Z -73 22 14 A4 Z -73 57 15 A4 X -42 22 16 A4 X -42 57 17 A5 Z -101 22 18 A5 Z -101 57 19 A5 X -58 22 RISA-3D Version 16.0.1 [O:\...\...\...\...\...\ERC-315 MA\Analysis\ERC-315 Model.R3D] Page 13 : Morrison-Hershfield Dec 11,2018 ICompany I R ISA Designer : KP 3:23 PM Job Number : ERC-315/1803499 Checked By: q,,,,,, ,-r,, ,,,,,,;,,,, Model Name : Site#:JA73XC054/Atlantic Beach Member Point Loads (BLC 13 : Wind 330) (Continued) Member Label Direction Maunitudeflb,lb-ftl Locationfin,%1 20 A5 X -58 57 21 A6 Z -178 0 22 A6 Z -178 72 23 A6 X -103 0 24 A6 X -103 72 25 Al Z -50 20 26 Al X -87 20 27 A3 Z -130 20 28 A3 X -75 20 29 A6 Z -50 20 30 A6 X -87 20 31 Al Z -75 60 32 Al X -43 60 33 A3 Z -84 60 34 A3 X -48 60 35 A6 Z -75 60 36 A6 X -43 60 Member Distributed Loads (BLC 2 : Wind 0) Member Label Direction Start Magnitude[Ib/ft,...End Magnitude[lb/ft.F... Start Location[in,%] End Location[in,%] 1 Al z -12 -12 0 0 2 A2 z -12 -12 0 0 3 A3 z -12 -12 0 0 4 A4 z -12 -12 0 0 5 A5 z -12 -12 0 0 6 , A6 z -12 -12 0 0 7 Al y 0 0 0 0 8 A2 y 0 0 0 0 9 A3 y 0 0 0 0 10 A4 y 0 0 0 0 11 A5 v 0 0 0 0 12 A6 y 0 0 0 0 13 , D19 z -7 -7 0 0 14 D21 z -3 -3 0 0 15 D23 z -1 -1 0 0 16 D25 z 0 0 0 0 17 D27 z 1 1 0 0 18 D29 z 3 3 0 0 19 D31 z 7 7 0 0 20 D33 z 10 10 0 0 21 D35 z 13 13 0 0 22 D37 z 14 14 0 0 23 D39 z 13 13 0 0 24 D41 z 10 10 0 0 25 D43 z 7 7 0 0 26 D45 z 3 3 0 0 27 D47 z 1 1 0 0 28 D1 z 0 0 0 0 29 D3 z -1 -1 0 0 30 D5 z -3 -3 0 0 31 D7 z -7 -7 0 0 32 D9 z -10 -10 0 0 33 Dll z -13 -13 0 0 34 D13 z -14 -14 0 0 35 D15 z -13 -13 0 0 RISA-3D Version 16.0.1 [O:\...\...\...\...\...\ERC-315 MA\Analysis\ERC-315 Model.R3D] Page 14 : Morrison-Hershfield Dec 11,2018 ICompany (R ISA Designer : KP 3:23 PM Job Number ERC 315/1803499 Checked By: p,; ,,,,;_,.,.,.K,,,:r,,,_,. ., Model Name : Site#:JA73XC054/Atlantic Beach Member Distributed Loads (BLC 2 : Wind 0) (Continued) Member Label Direction Start Magnitudeflb/ft,...End Magnitudeflb/ft,F... Start Locationfin,%1 End Locationfin,%1 36 D17 z -10 -10 0 0 37 D20 z -7 -7 0 0 38 D22 z -3 -3 0 0 39 D24 z -1 -1 0 0 40 D26 z 0 0 0 0 41 D28 z 1 1 0 0 42 D30 z 3 3 0 0 43 D32 z 7 7 0 0 44 D34 z 10 10 0 0 45 D36 z 13 13 0 0 46 D38 z 14 14 0 0 47 D40 z 13 13 0 0 48 D42 z 10 10 0 0 49 D44 z 7 7 0 0 50 D46 z 3 3 0 0 51 D48 z 1 1 0 0 52 D2 z 0 0 0 0 53 D4 z -1 -1 0 0 54 D6 z -3 -3 0 0 55 D8 z -7 -7 0 0 56 D10 z -10 -10 0 0 57 D12 z -13 -13 0 0 58 D14 z -14 -14 0 0 59 D16 z -13 -13 0 0 60 D18 z -10 -10 0 0 61 FH1 z -55 -55 0 0 62 FH2 z -51 -51 0 0 63 FH3 z -41 -41 0 0 64 FH4 z -28 -28 0 0 65 FH5 z -14 -14 0 0 66 FH6 z -4 -4 0 0 67 FH7 z 0 0 0 0 68 FH8 z 4 4 0 0 69 FH9 z 14 14 0 0 70 FH10 z 28 28 0 0 71 FH11 z 41 41 0 0 72 FH12 z 51 51 0 0 73 FH13 z 55 55 0 0 74 FH14 z 51 51 0 0 75 FH15 z 41, 41 0 0 76 FH16 z 28 28 0 0 77 FH17 z 14 14 0 0 78 FH18 z 4 4 0 0 79 FH19 z 0 0 0 0 80 _ FH2O z -4 -4 0 0 81 FH21 z -14 -14 0 0 82 FH22 z -28 -28 0 0 83 FH23 z -41 -41 0 0 84 FH24 z -51 -51 0 0 85 HR1 z -8 -8 0 0 86 HR2 z -8 -8 0 0 87 HR3 z -6 -6 0 0 88 HR4 z -4 -4 0 0 89 HR5 z -2 -2 0 0 90 HR6 z -1 -1 0 0 91 HR7 z 0 0 0 0 92 HR8 z 1 1 0 0_ RISA-3D Version 16.0.1 [O:\...\...\...\...\...\ERC-315 MA\Analysis\ERC-315 Model.R3D] Page 15 I ''�'�� Company Morrison-Hershfield Dec 11,2018 KP 3:23 PM Job NumDesignerber : ERC-315/1803499 Checked By: p.,,.,:,,,,_.,,,,,,, Model Name : Site#:JA73XC054/Atlantic Beach Member Distributed Loads (BLC 2 : Wind 0) (Continued) Member Label Direction Start Magnitudeflb/ft,...End Magnitudeflb/ft,F... Start Locationfin,%1 End Locationfin,%1 93 HR9 z 2 2 0 0 94 HR10 z 4 4 0 0 95 HR11 z 6 6 0 0 96 HR12 z 8 8 0 0 97 HR13 z 8 8 0 0 98 HR14 z 8 8 0 0 99 HR15 z 6 6 0 0 100 HR16 z 4 4 0 0 101 HR17 z 2 2 0 0 102 HR18 z 1 1 0 0 103 HR19 z 0 0 0 0 104 HR20 z -1 -1 0 0 105 HR21 z -2 -2 0 0 106 HR22 z -4 -4 0 0 107 HR23 z -6 -6 0 0 108 HR24 z -8 -8 0 0 109 M73 z -14 -14 0 0 110 M74 z -14 -14 0 0 111 M75 z -14 -14 0 0 112 M76 z -14 -14 0 0 113 M77 z -14 -14 0 0 114 M78 z -14 -14 0 0 115 M79 z -14 -14 0 0 116 M80 z -14 -14 0 0 117 M81 z -14 -14 0 0 118 M82 z -14 -14 0 0 119 M83 z -14 -14 0 0 120 M84 z -14 -14 0 0 121 M85 z -14 -14 0 0 122 M86 z -14 -14 0 0 123 M87 z -14 -14 0 0 124 M88 z -14 -14 0 0 125 M89 z -14 -14 0 0 126 M90 z -14 -14 0 0 127 M91 z -14 -14 0 0 128 M92 z -14 -14 0 0 129 M93 z -14 -14 0 0 130 M94 z -14 -14 0 0 131 M95 z -14 -14 0 0 132 M96 z -14 -14 0 0 133 M73 y 0 0 0 0 134 M74 y 0 0 0 0 135 M75 y 0 0 0 0 136 M76 y 0 0 0 0 137 M77 y 0 0 0 0 138 M78 y 0 0 0 0 139 M79 v 0 0 0 0 140 M80 y 0 0 0 0 141 M81 y 0 0 0 0 142. 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Start Location[in,%1 End Location[in,%] 11 A5 V -3 -3 0 0 12 A6 y -3 -3 0 0 13 D21 z 0 0 0 0 14 D23 z 1 1 0 0 15 D25 z 3 3 0 0 16 D27 z 7 7 0 0 17 D29 z 10 10 0 0 18 D31 z 13 13 0 0 19 D33 z 14 14 0 0 20 D35 z 13 13 0 0 21 D37 z 10 10 0 0 22 D39 z 7 7 0 0 23 D41 z 3 3 0 0 24 D43 z 1 1 0 0 25 D45 z 0 0 0 0 26 D47 z -1 -1 0 0 27 D1 z -3 -3 0 0 28 D3 z -7 -7 0 0 29 D5 z -10 -10 0 0 30 D7 z -13 -13 0 0 31 D9 z -14 -14 0 0 32 D11 z -13 -13 0 0 33 D13 z -10 -10 0 0 34 D15 z -7 -7 0 0 35 D17 z -3 -3 0 0 36 D19 z -1 -1 0 0 37 D20 z -1 -1 0 0 38 D22 z 0 0 0 0 39 D24 z 1 1 0 0 40 D26 z 3 3 0 0 41 D28 z 7 7 0 0 42 D30 z 10 10 0 0 43 D32 z 13 13 0 0 44 D34 z 14 14 0 0 45 D36 z 13 13 0 0 46 D38 z 10 10 0 0 47 D40 z 7 7 0 0 48 D42 z 3 3 0 0 49 D44 z 1 1 0 0 50 D46 z 0 0 0 0 51 , D48 z -1 -1 0 0 52 D2 z -3 -3 0 0 53 D4 z -7 -7 0 0 54 D6 z -10 -10 0 0 55 D8 z -13 -13 0 0 56 D10 z -14 -14 0 0 57 D12 z -13 -13 0 0 58 D14 z -10 -10 0 0 59 D16 z -7 -7 0 0 60 D18 z -3 -3 0 0 61 F H 1 z -41 -41 0 0 62 FH2 z -51 -51 0 0 63 FH3 z -55 -55 0 0 64 FH4 z -51 -51 0 0 65 FH5 z -41 -41 0 0 66 FH6 z -28 -28 0 0 67 FH7 z -14 -14 0 0 RISA-3D Version 16.0.1 [O:\...\...\...\...\...\ERC-315 MA\Analysis\ERC-315 Model.R3D] Page 50 : Morrison-Hershfield Dec 11,2018 ICompany,RISA Designer : KP 3:23 PM Job Number ERC 315/1803499 Checked By: A),;=M=T-cF+r K',,,.MPA�;'.. Model Name : Site#:JA73XC054/Atlantic Beach Member Distributed Loads (BLC 13 : Wind 330) (Continued) Member Label Direction Start Magnitudeflb/ft,...End Magnitudeflb/ft,F... Start Location[in,%1 End Locationfin,%1 68 FH8 z -4 -4 0 0 69 FH9 z 0 0 0 0 70 FH10 z 4 4 0 0 71 FH11 z 14 14 0 0 72 FH12 z 28 28 0 0 73 FH13 z 41 41 0 0 74 FH14 z 51 51 0 0 75 FH15 z 55 55 0 0 76 FH16 z 51 51 0 0 77 FH17 z 41 41 0 0 78 FH18 z 28 28 0 0 79 FH19 z 14 14 0 0 80 FH2O z 4 4 0 0 81 FH21 z 0 0 0 0 82 FH22 z -4 -4 0 0 83 FH23 z -14 -14 0 0 84 FH24 z -28 -28 0 0 85 H R 1 z -6 -6 0 0 86 HR2 z -8 -8 0 0 87 HR3 z -8 -8 0 0 88 HR4 z -8 -8 0 0 89 HR5 z -6 -6 0 0 90 HR6 z -4 -4 0 0 91 HR7 z -2 -2 0 0 92 HR8 z -1 -1 0 0 93 HR9 z 0 0 0 0 94 HR10 z 1 1 0 0 95 HR11 z 2 2 0 0 96 HR12 z 4 4 0 0 97 HR13 z 6 6 0 0 98 HR14 z 8 8 0 0 99 HR15 z 8 8 0 0 100 HR16 z 8 8 0 0 101 HR17 z 6 6 0 0 102 HR18 z 4 4 0 0 103 HR19 z 2 2 0 0 104 HR20 z 1 1 0 0 105 HR21 z 0 0 0 0 106 HR22 z -1 -1 0 0 107 HR23 z -2 -2 0 0 108 HR24 z -4 -4 0 0 109 M73 z -10 -10 0 0 110 M74 z -10 -10 0 0 111 M75 z -10 -10 0 0 112 M76 z -10 -10 0 0 113 M77 z -10 -10 0 0 114 M78 z -10 -10 0 0 115 M79 z -10 -10 0 0 116 M80 z -10 -10 0 0 117 M81 z -10 -10 0 0 118 M82 z -10 -10 0 0 119 M83 z -10 -10 0 0 120 M84 z -10 -10 0 0 121 M85 z -10 -10 0 0 122 M86 z -10 -10 0 0 123 M87 z -10 -10 0 0 124 M88 z -10 -10 0 0 RISA-3D Version 16.0.1 [O:\...\...\...\...\...\ERC-315 MA\Analysis\ERC-315 Model.R3D] Page 51 I ''�I�� Company Morrison-Hershfield Dec 11,2018 Designer KP 3:23 PM Job Number ERC-315/1803499 Checked By: 4 N-M-TS<F FK C(MPAN' Model Name : Site#:JA73XC054/Atlantic Beach Member Distributed Loads (BLC 13 : Wind 330) (Continued) Member Label Direction Start Magnitudeflb/ft,...End Magnitudeflb/ft,F... Start Locationfin,%1 End Locationfin,%1 125 M89 z -10 -10 0 0 126 M90 z -10 -10 0 0 127 M91 z -10 -10 0 0 128 M92 z -10 -10 0 0 129 M93 z -10 -10 0 0 130 M94 z -10 -10 0 0 131 M95 z -10 -10 0 0 132 M96 z -10 -10 0 0 133 M73 y -3 -3 0 0 134 M74 y -3 -3 0 0 135 M75 y -3 -3 0 0 136 M76 y -3 -3 0 0 137 M77 y -3 -3 0 0 138 M78 y -3 -3 0 0 139 M79 y -3 -3 0 0 140 M80 y -3 -3 0 0 141 M81 y -3 -3 0 0 142 M82 y -3 -3 0 0 143 M83 y -3 -3 0 0 144 M84 y -3 -3 0 0 145 M85 v -3 -3 0 0 146 M86 y -3 -3 0 0 147 M87 y -3 -3 0 0 148 M88 y -3 -3 0 0 149 M89 y -3 -3 0 0 150 M90 y -3 -3 0 0 151 M91 y -3 -3 0 0 152 M92 y -3 -3 0 0 153 M93 v -3 -3 0 0 154 M94 y -3 -3 0 0 155 M95 v -3 -3 0 0 156 M96 y -3 -3 0 0 157 S1 z -15 -15 0 0 158 S2 z -15 -15 0 0 159 S3 z -15 -15 0 0 160 S4 z -15 -15 0 0 161 S5 z -15 -15 0 0 162 S6 z -15 -15 0 0 163 S7 z -15 -15 0 0 164 S8 z -15 -15 0 0 165 S9 z -15 -15 0 0 166 S10 z -15 -15 0 0 167 S11 z -15 -15 0 0 168 S12 z -15 -15 0 0 169 S1 y -5 -5 0 0 170 S2 y -5 -5 0 0 171 S3 v -5 -5 0 0 172 S4 y -5 -5 0 0 173 S5 y -5 -5 0 0 174 S6 y -5 -5 0 0 175 S7 y -5 -5 0 0 176 S8 y -5 -5 0 0 177 S9 y -5 -5 0 0 178 S10 y -5 -5 0 0 179 S11 v -5 -5 0 0 180 S12 y -5 -5 0 0 RISA-3D Version 16.0.1 [O:\...\...\...\...\...\ERC-315 MA\Analysis\ERC-315 Model.R3D] Page 52 Company : Morrison-Hershfield Dec 11,2018 I11 RISA Designer : KP 3:23 PM Job Number ERC-315/1803499 Checked By: `,.,-,,,..,,-,,,;,r,, Model Name : Site#:JA73XC054 I Atlantic Beach Envelope Joint Reactions Joint X[lb] LC Y[Ib] LC Z[Ib] LC MX[lb-ft] LC MY[lb-ft] LC MZ jlb-ft] LC 1 N2 max 657.882 9 883.725 7 357.638 14 , 617.867 14 452.947 14 142.351 17 2 ,min -484.588 15 144.155 14 -491.492 8 -2628.746 8 -271.944 20 -629.968 2 3 N3 max 155.299 21 636.667 2 714.141 14 155.453 20 33.212 1 1212.895 2 4 min -236.935 3 144.815 19 -643.078 8 -1139.475 3 -335.551 20 208.125 18 5 N4 max 185.58 24 468.1 2 331.496 14 -321.907 24 65.585 20 477.228 2 6 min -208.328 6 274.768 24 -291.605 7 -672.132 8 -28.65 1 258.884 24 7 N5 max 205.741 12 479.032 7 204.942 25 -134.957 25 75.912 19 639.86 6 8 min -197.991 6 220.008 25 -207.229 7 -628.864 7 -70.57 14 281.261 24 9 N6 max 202.325 24 465.588 1 185.774 25 -140.733 14 76.074 12 741.84 6 10 min -205.1 18 243.136 24 -202.193 19 -343.262 7 -63.326 2 308.458 24 11 N7 max 262.254 24 444.735 7 120.558 13 9.316 25 37.133 11 767.763 7 12 min -285.968 5 272.08 23 -148.992 7 -135.874 1 -67.007 19 418.522 23 13 N8 max 263.559 22 431.341 1 124.134 3 136.188 1 56.175 20 742.18 4 14 min -286.394 5 268.121 23 -127.561 19 -37.863 19 -31.833 1 409.18 23 15 N9 max 207.081 22 464.819 1 201.495 3 307.054 4 59.808 16 747.733 4 16 , min -209.959 16 248.458 22 -203.236 21 129.101 19 -71.645 10 325.112 22 17 N10 max 197.918 10 464.038 1 268.443 2 552.084 3 33.427 22 669.31 8 18 min -202.43 4 249.831 22 -307.531 8 156.94 21 -41.023 4 324.345 22 19 N11 max 212.619 14 851.756 8 248.232 3 1536.321 8 30.219 1 1162.393 8 20 min -121.843 5 290.691 16 -615.442 20 341.24 16 -245.855 20 214.268 14 21 N12 max 371.317 25 1051.608 3 602.511 2 2846.297 3 842.506 14 1321.367 2 22 min -230.052 5 238.468 23 -835.685 20 -39.906 22 -210.487 9 -178.619 21 23 N13 max 503.778 23 1721.833 2 26.335 15 4886.65 2 327.75 20 1773.008 2 24 min -576.68 4 -271.519 20 -198.543 8 -1743.024 20 -272.047 12 -478.964 20 25 N14 max 394.093 21 595.32 10 604.277 2 1361.636 10 100.23 8 30.194 18 26 min -348.609 3 86.462 16 -460.996 20 -202.72 15 -429.001 2 -616.173 10 27 N15 max 142.795 12 431.082 1 383.518 2 684.166 2 32.062 1 -183.11 18 28 . min -141.044 18 249.588 16 -423.759 20 323.094 16 -73.773 22 -456.208 9 29 N16 max 267.083 12 428.622 1 292.504 13 698.268 5 67.788 16 -171.05 22 30 min -270.543 18 249.303 23 -307.365 19 294.663 22 -29.962 1 -451.629 1 31 N17 max 679.272 11 591.05 4 298.073 16 1440.467 5 355.593 11 551.571 23 32 min -645.756 17 63.057 23 -177.696 10 176.631 20 -19.943 2 -776.73 4 33 N18 max 456.827 23 1304.612 12 515.69 15 1071.71 2 395.546 2 856.848 18 34 min -478.2 5 115.765 18 -660.58 10 -815.934 17 -367.676 6 -4264.61412 35 N19 max 102.052 12 1119.265 11 561.282 13 555.212 1 162.73 5 72.94 16 36 min -549.709 18 257.12 16 -429.982 19 -103.128 20 -627.398 24 -3059.169 11 37 N20 max 194.408 10 900.769 6 290.373 12 184.933 24 307.29 24 -393.775 22 38 min -495.431 17 285.494 22 -397.998 6 -356.138 6 -42.072 4 -2059.911 6 39 N21 max 239.403 11 491.817 10 159.963 15 -138.726 14 75.927 9 -206.359 16 40 min -237.021 5 198.144 16 -161.574 21 -448.445 6 , -81.504 3 -838.408 10 41 N22 max 217.098 10 512.729 10 207.733 15 -90.117 16 66.109 8 -246.509 16 42 min -226.867 4 199.274 16 -202.118 9 -647.301 10 -52.148 2 -696.76 10 43 N23 max 209.005 10 616.165 2 446.929 14 -308.947 16 27.474 1 -240.115 16 44 min -178.641 16 268.211 16 -290.371 9 -981.103 2 -143.539 14 -708.034 2 45 N24 max 299.548 13 641.281 2 716.231 14 356.023 20 487.061 20 -209.596 22 46 min -317.953 7 87.313 20 -810.735 8 -1191.711 13 -20.233 1 -1268.306 2 47 N25 max 492.864 11 1613.393 8 336.82 2 1293.024 14 530.861 20 1004.226 2 48 min -563.798 6 -57.035 14 -117.124 19 -4901.566 8 -719.992 14 -681.238 10 49 N74 max 31.54 21 102.273 10 75.68 15 22.109 2 24.403 8 30.833 11 50 min -32.359 3 -80.295 16 -75.601 9 -15.256 20 -24.018 14 -21.932 17 51 N76 max 35.226 10 98.332 11 40.401 14 20.784 2 20.612 8 33.458 11 52 min -34.515 16 -75.043 17 -41.272 8 -17.448 20 -20.077 14 -22.728 17 53 N70 max 32.849 24 94.901 12 40.529 14 17.287 14 20.582 8 33.32 11 54 ,min -33.085 6 -72.882 18 -41.186 8 -21.537 8 -20.133 14 -22.889 17 55 N72 max 33.956 13 104.875 12 75.947 13 16.203 16 24.717 8 28.72 11 56 min -32.537 19 -81.5 18 -75.423 19 -23.804 10 -24.174 14 -20.482 17 RISA-3D Version 16.0.1 [O:\...\...\...\...\...\ERC-315 MA\Analysis\ERC-315 Model.R3D] Page 53 I ''�'�� Company Morrison-Hershfield signer KP 2018 DecDDec 11 1,, Job Number ERC-315/1803499 Checked By: ,,.,.,.„_,,.F,,.,,„;,,, . Model Name : Site#:JA73XC054/Atlantic Beach Envelope Joint Reactions (Continued) Joint X[lb] LC Y[lbj LC Z[lb] LC MX[lb-ft] LC MY[lb-ft] LC MZ[lb-ft] LC 57 N66 max 20.96 8 97.754 2 88.187 14 27.001 17 14.768 8 15.337 2 58 min -20.481 14 -75.594 20 -88.631 8 -38.146 11 -14.394 14 -13.798 20 59 N68 max 75.878 20 311.005 2 258.796 2 61.644 8 16.575 16 18.583 13 60 min -79.32 2 -329.646 20 -250.569 20 -33.663 14 -21.175 13 -16.034 16 61 N62 max 94.108 10 87.481 3 71.227 4 18.612 17 17.696 8 21.211 17 62 min -93.486 16 -65.661 21 -71.04 22 -25.497 11 -17.289 14 -30.118 11 63 N64 max 116.898 23 79.154 4 37.53 8 18.415 20 21.58 8 29.316 17 64 min -117.46 5 -55.885 22 -36.668 14 -21.76 2 -21.07 14 -39.945 11 65 N58 max 120.855 11 82.159 6 41.605 11 22.56 8 21.581 8 27.856 17 66 min -119.789 17 -61.832 24 -40.969 17 -18.731 14 -21.384 14 -37.663 11 67 N60 max 89.634 24 89.509 7 71.082 24 28.218 11 17.504 8 19.721 17 68 ,min -90.861 6 -64.206 25 -71.397 6 -20.751 17 -16.965 14 -27.837 11 69 N78 max 67.046 14 109.987 8 94.641 13 38.366 11 27.319 8 25.885 20 70 min -67.589 8 -87.664 14 -100.225 19 -27.21 17 -26.816 14 -27.354 2 71 N80 max 89.618 8 525.786 8 345.927 14 117.535 20 33.588 14 16.547 25 72 min -81.631 14 -497.114 14 -373.646 8 -124.161 2 -35.787 8 -22.818 6 73 N255A max 21.358 1 48.183 1 568.427 14 54.456 3 445.235 20 162.563 8 74 min -397.213 20 -608.395 14 -34.613 1 -355.207 20 -480.154 2 -368.293 14 75 N256A max 43.024 20 52.067 1 76.786 14 60.868 13 71.336 14 41.933 18 76 min -22.512 6 -63.758 20 -38.05 1 -82.932 20 -69.101 20 -40.421 12 77 N257A max 564.616 24 48.034 1 221.929 12 358.31 12 503.365 12 218.719 18 78 min -40.529 1 -646.176 24 -203.602 18 -329.446 18 -462.362 18 -15.254 1 79 N258A max 211.837 14 44.718 1 47.035 4 212.26 14 247.179 14 115.465 20 80 min -28.221 4 -303.396 14 -197.767 20 -60.522 9 -176.143 8 -81.937 2 81 N259 max 23.686 12 52.067 1 38.05 1 115.924 14 109.094 8 40.927 6 82 min -83.952 14 -130.473 14 -121.797 20 -59.477 7 -109.755 2 -60.815 20 83 N260 max 66.286 11 52.067 1 28.623 25 46.843 25 88.725 19 53.871 5 84 min -78.59 19 -85.913 19 -38.378 19 -63.121 19 -65.598 25 -46.535 24 85 Totals: max 6733.169 11 13004.409 1 8972.231 14 86 min -6733.17 5 7727.571 17 -8972.224 8 Envelope AISC 14th(360-10): LRFD Steel Code Checks Member Shape Code Check Loc[in] LC Shear Check Loc[in] DirLCphi*Pnc.. hi*Pnt[..phi*Mn...phi*Mn...Cb Ean 1 Al PIPE 2.0 .658 78 2 .051 43 2314916.0.. 32130 1871.625 1871.625 1.. H1-lb 2 A6 PIPE 2.0 .647 78 8 .052 43 5 14916.0.. 32130 1871.6251871.6252.. Hl-1b 3 A3 PIPE 2.0 .608 78 5 .053 43 8 14916.0.. 32130 1871.625 1871.625 2.. Hl-lb 4 HR12 PIPE 1.25 .585 37.592 20 .187 75.183 2 7353.894 19687.5 800.625 800.625 2...Hi_lb 5 HR18 PIPE 1.25 .556 37592 18 .218 0 127353.894 19687.5 800.625 800.625 3.. H1-lb 6 HR1 PIPE 1.25 .538 37.592 14 .203 0 8 16835.9.. 19687.5 800.625 800.625 1 H1-lb 7 HR24 PIPE 1.25 .494 75.183 8 .272 75.183 8 15399.1.. 19687.5 800.625 800.625 4.. Hi-lb 8 HR17 PIPE 1.25 .482 75.183 11 .193 75.183 11 7353.894 19687.5 800.625 800.625 4.. H1-lb 9 HR13 PIPE 1.25 .472 0 2 .208 0 2 7353.894 19687.5 800.625 800.625 4.. H1-lb 10 HR2 PIPE 1.25 .428 0 8 .191 0 8 7353.894 19687.5 800.625 800.625 3.. H1-lb RISA-3D Version 16.0.1 [O:\...\...\...\...\...\ERC-315 MA\Analysis\ERC-315 Model.R3D] Page 54 Augment ID JA73XC054S 18.1 RFDS ID: 270925 • SprintVision j. RF Design Sheet Cascade 1x73xc354 Engineer Email .n reaoeO.pasaMn Latitude 30 NOM SMS Schedule ID Sprint Badged RF Engineer - a..o o a Longitude a+atrnar SMS Schedule Name M.vn MIMO RF Engineer Email mu.rr.ln....p.pnn eon Market sa oma. PIO RF Engineer Phone 0492er700 Region no -- RRU OEM Ermm RE Manner 3,4.44.ma.e,. City ,roc Beach Switch OEM Enc RF Manager Email thorn.a.amuo.prn mm State c REDS Issue Date 201e0e-0e 13 MISS RE Manager Phone _ 2os2363268 _ Zip Code rokzyra REDS Revision Date 1018a8.071232090 County D... REDS Revision . 2500 LIE __ 3 Filter Analysis Complete YES 1900 LTE 2500MHz _ REDS-Issue Date 06/08,0101900 EVDO 1900MHz 13 1900 Voice 800MHz Design Status Complete800 ITS BorderAnalysisComplete to 800 Voice Project Description ..:..........,w.......s....., --- -- - - -- MMIIIIII Model Number Model Number Model Number Weight(Lbs.( Weight(Lbs.( Weight(Lbs.) Dimensions(In.) Dimensions(In.) Dimensions(In.) UE Relay Azimuth Manufacturer Manufacturer Manufacturer GPS Antenna needed at site UE Relay CL Height(meters) Model Number Model Number Weight(Lbs.) Model Number Weight(Lbs.( Dimensions(In.) Weight(Lbs.) Dimensions(In.) Manufacturer Dimensions(In.) Manufacturer Manufacturer --- - - - — - itigtfioa 811MMI. 7 Model Number Model Number Weight(Lbs.) Model Number Weight(Lbs.) Dimensions(In.) Weight(Lbs.( Dimensions(In.) Manufacturer Dimensions(In.) Manufacturer Junction Boxes needed at site Manufacturer TRRHatOuanrr. 1.1.1111111111111.11 Model Number Model Number Polder Prot Weight(Lbs.) Weight(Lbs.) Model Number Dimensions(In.) Dimensions(In.) Weght(Lbs i Manufacturer Manufacturer Dimensions 110 i Number of BTS 41 Needed at site Manufacturer Power Protection Ca b i net 1)Calculate and call-out hybr drfber/coax mon line cable route and lengths. 2)Calculate and call-out AISG cable route and lengths. 3)All antenna heights are to center of honzontal antennna. 4)Verify CL height with as-bun drawings in Saerra or per Sprint site development. 5)No object is to be located 45 degrees lett and right of front of antenna or 67.5 degress front honzontal from top and bottom of antenna If this is not possible,contact RF Enpneer for further instruction.In adiibon, 2.50 antenna is not to be placed in front of any other antenna using the same rules as above.Reference Sprint Antenna Placement Guidelines in Srterra General Library for more details This includes Sprint and non- Sprint antennas.If necessary,2 5G antenna can be placed at far edge of horizontal antenna mount member for dear line Of Site or even on another sector mount for clear Line Of Site 6)Horizontally,2.50 antenna must be at least 18"from 1900Mhz antenna,30'from 800Mhz antenna and 30Mhz from dual band 1900Mhz and 800Mhz antenna Reference Spam Antenna Placement Guidelines in Srterra General Library for vertical spacing requirements THESE NOTES ARE TO BE CALLED OUT ON CONSTRUCTION DRANANGS 1)AISG tests to verify operation is to be performed AFTER final installation of antennas and AISG cables have been connected Verfy operator of ALL existing Sprint AISG equipment including 800Mhz,1 9Ghz and 2 5G.Test include complete dowmin,azimuth(if applicable)and beamwidth swings(if applicable)Document AISG test results in Coax Sweep Test spreadsheet 2)General Contractor must insure that no object is located in front of antenna.This means no object is to be located 45 degrees left and right of front of antenna or 67.5 degress horn horizontal from top and bottom of antenna.If this is not possible,contact RF Engineer for further instruction.In addition,2.5G antenna is not to be placed in hurl of any other antenna using the same rules as above.This includes Spnnt and non-Sprint antennas 3)General Contract is required to use a dgital alignment tool to set azimuth,roll and downxlt Azimuth accuracy is to be within 3 degrees Downtlt and roll Ilett to right tilt)is to be within 0 t degrees If for some reason this accuracy cannot be achieved,update as-built drawings and email Sprint RF Engineer with as-built settings Use 3Z RF alignment tool or equivalent tool http//www 3ztelecom cont/antenna-alignment-tool/ As per SV Ticket 460295 as part of SV Capstan Data Out of Sync dean up we have canceled the augment and hence the RFDS www.sprintvision.sprint.com Report Date: 05/03/2017 Sprint Technologies Page 1 of 4 RF Design Sheet Band: 2500 Alpha Beta Gamma Delta Epsilon Zeta Model Number ERC MIMO Integrated Radio/Antenna ERC MIMO Integrated Radio/Antenna ERC MIMO integrated Radio/Antenna N/A N/A N/A Weight(lbs) N/A N/A N/A N/A N/A N/A Dimensions Refer to Antenna model for details Refer to Antenna model for details Refer to Antenna model for details N/A N/A N/A Manufacturer ERC ERC ERC N/A N/A N/A Number of RRUs needed 1 1 1 0 0 0 Model Number N/A N/A N/A N/A N/A N/A Weight(lbs) N/A N/A N/A N/A N/A N/A Dimensions N/A N/A N/A N/A N/A N/A Manufacturer N/A N/A N/A N/A N/A N/A RRU to Filter Jumper Qty 0 0 0 0 0 0 Model Number N/A N/A N/A N/A N/A N/A Weight(lbs) N/A N/A N/A N/A N/A N/A Dimensions N/A N/A N/A N/A N/A Manufacturer N/A N/A N/A N/A N/A N/A RRU to Splitter/Triplexor Jumper Qy0 0 0 0 0 0 Model Number N/A N/A N/A N/A N/A Weight(lbs) N/A N/A N/A N/A N/A N/A Dimensions N/A N/A N/A N/A N/A N/A Manufacturer N/A N/A N/A N/A N/A N/A Model Number N/A N/A N/A N/A N/A N/A Weight(lbs) N/A N/A N/A N/A N/A N/A Dimensions N/A N/A N/A N/A N/A Manufacturer N/A N/A N/A N/A N/A N/A Model Number N/A N/A N/A N/A N/A N/A Weight(lbs) N/A N/A N/A N/A N/A N/A Dimensions N/A N/A N/A N/A N/A N/A Manufacturer N/A N/A N/A N/A N/A N/A Model Number MIMO Upgrade 1S Hybnd ERC MIMO Upgrade 1S Hybrid ERC MIMO Upgrade 1S Hybrid ERC N/A N/A N/A Weight(Lbs.) .96 .96 .96 N/A N/A N/A Dimensions(In.) 1.05 1.05 1.05 N/A N/A N/A Manufacturer Amphenol Amphenol Amphenol N/A N/A N/A www.sprintvision.sprint.com Report Date: 05/03/2017 Sprint Technologies Page 2 of 4 Band: 2500 Alpha Beta Gamma Detta Epsilon I Zeta Trunk Cable 1 Qty Model Number N/A N/A N/A N/A N/A N/A ~y Weight(lbs.) N/A N/A N/A N/A N/A N/A Dimensions(In.) N/A _ N/A. N/A N/A N/A N/A Manufacturer N/A N/A N/A N/A N/A N/A Trunk Cable 2 Qty --— _^--- Model Number N/A N/A N/A N/A N/A N/A Weight(Lbs.) N/A N/A N/A N/A N/A N/A Dimensions(In.) N/A N/A N/A N/A N/A N/A Manufacturer N/A N/A N/A N/A N/A N/A Trunk Cable 3 QtyModel Number N/A Weight(Lbs.)N/A N/A \N/A N/A N/A N/A Dimensions(In.)N/A N/A N/A N/A N/A N/A Manufacturer N/A N/A N/A N/A N/A N/A Bottom Jumper Qty 0 0 0 0 0 0 Model Number N/A N/A N/A N/A N/A N/A Weight(Lbs.)N/A N/A N/A N/A N/A N/A Dimensions(In.)N/A N/A N/A N/A N/A N/A Manufacturer N/A N/A N/A N/A N/A N/A Main line Coax Qty 0 0 0 • 0 0 0 Model Number N/A N/A N/A N/A N/A N/A Weight(Lbs.) N/A N/A N/A N/A N/A N/A Dimensions(In.) N/A N/A N/A N/A N/A N/A Manufacturer N/A N/A N/A N/A N/A N/A Power Junction Cylinder Qty 0 0 0 0 0 0 Optical Junction Cylinder^'.k Model Number N/A N/A N/A N/A N/A N/A Weight(Lbs.) N/A N/A,_- _-__ _- N/A N/A N/A N/A Dimensions In.) N/A _ N/A N/A N/A N/A N/A_ Manufacturer N/A NIA N/A N/A N/A N/A Optical Junction Cylinder Qty needed www.sprintvision.sprint.com Report Date: 05/03/2017 Sprint Technologies Page 3 of 4 RF Design Sheet Band:2500 1 Alpha Beta Gamma Deka Epsilon Zeta d Model Number AIR 8468 AIR 6468 AIR 8468 Weight(lbs) 113 113 113 N/A N/A N/A Dimensions 38.3 x 20.5 x 7.2 38.3 x 20.5 x 7.2 38.3 x 20.5 x 7.2 N/A N/A N/A 1 Manufacturer Ericcson Ericcson Ericcson N/A N/A N/A (nt1 Top Jumper Make/Mode/Qtyl N/A I o N/A I o N/A _ 10 N/A 10 N/A 10 N/A 10 Ant 1 RF requested Diameter 1/2" 1/2" 1/2" N/A N/A N/A Ant 1 RF requested Top Jumper 8 8 8 N/A I N/A N/A Lengthgt) Antenna 1 Azimuth 10 110 210 N/A N/A N/A Antenna 1 Mechanical DT 0 0 0 N/A N/A N/A Antenna 1 Center Line(ft) 100 100 100 N/A N/A N/A Antenna 1 Electrical DT 2 2 2 N/A N/A N/A Antenna 1 Electrical DT 2 0 N/A N/A N/A N/A N/A Antenna 1 Electrical DT 3 N/A N/A N/A N/A N/A N/A Antenna 1 Twist N/A N/A N/A N/A N/A N/A An Model Number Weight(lbs)N/A N/A N/A N/A N/A N/A Dimensions N/A N/A N/A N/A N/A N/A Manufacturer N/A N/A N/A N/A N/A N/A Ant2 Top Jumper Make/Mode/Qtyl N/A I o N/A 10 N/A I0 N/A I o N/A 10 N/A 10 Ant 2 RF Top Jumper Diameter N/A N/A N/A N/A N/A N/A Ant 2 RF Top Jumper Length(ft) N/A N/A N/A N/A N/A N/A Antenna 2 Azimuth N/A N/A N/A N/A N/A N/A Antenna 2 Mechanical DT N/A N/A N/A N/A N/A N/A Antenna 2 Center Line(ft) N/A N/A N/A N/A N/A N/A Antenna 2 Electrical DT N/A N/A N/A N/A N/A IN/A Antenna 2 Electrical DT 2 N/A N/A N/A N/A N/A N/A Antenna 2 Electrical DT 3 N/A N/A N/A N/A N/A N/A I Antenna 2 Twist N/A N/A N/A N/A N/A N/A www.sprintvision.sprint.com Report Date:04/22/2017 Sprint Technologies Page 4 of 4