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2015-00971 - antenna replacement
� .� CITY OF ORONO * 2 0 1 5 - 0 0 9 7 1 * 2750 KELLEY PARKWAY DATE ISSUED: 07/30/2015 ORONO, MN 55356- 952 249-4600 FAX: 952 249-4616 ADDRESS : 2345 BLAINE AVE PIN : 17-117-23-34-0011 LEGAL DESC : TOWNSITE OF LANGDON PARK : LOT 005 BLOCK 009 PERMIT TYPE : ADDITION/REMODEL/REPAIR PROPERTY TYPE : COMMERCIAL-BUSINESS CONSTRUCTION TYPE : ADDN/REMODEL/REPAIR ACTIVITY : 437-NONRESIDENTIAL&NONHOUSEKEEPIN VALUATION : $ 12,500.00 NOTE: ANTENNA REPLACEMENT APPLICANT PERMIT FEE SCHEDULE 247.83 STATE SURCHARGE(VALUATION) 6.25 VELOCITEL ON BEHALF OF AT&T TOTAL 254.08 1710 AMERICAN BLVD E# BLOOMINGTON,MN 55425- Payment(s) CREDIT CARD 6445 254.08 (248)709-2229 OWNER (WELL NO. 3 PUMPHOUSE), CITY OF ORONO 2345 BLAINE AVE PO BOX 66 CRYSTAL BAY,MN 55323- AGREEMEIVT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the S[ate Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances goveming this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. / / Applicant Permitee Signature Date Issued By Signature Date � . CITY OF ORONO BUILDING PERMIT APPLICATION FOR NEW STRUCTURES OR ADDITIONS �O A,O Mailing Address: Permit number: �V PO Box 66 Crystal Bay, MN 55323-0066 Date received: ,� StreetAddress:' Received by: y�. G�'� 2750 Kelley Parkway Plan review fee: `qxESH04� Orono, MN 55356 Main: 952-249-4600 Total Fee: o�J�Q 8 Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes ,�No If yes,a special event permit is required with Police Department and City Council approva/60 days prior to the event. Shutt/e bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: VG LOG� 7-��c on� aF,�c.,,c crf �4 i Q l— State License# , Expiration Date: ,r,¢ Phone: cell ,��g 7 — �2.2 office Mailing Address: �b t A��,�,c� �c✓v rz. City:,ac,cb,,,,,,.�c,..r-o,� ZIP: 55�6z Contact Person: 7-�y�rY , ,� �.�--,-� Applicant is: �/ � Email and/or Fax: To,�y , , ��,u,4rn � � h �e,� o�� �e.l � c �.+_, PROPERTY OWNER INFORMATION: Name: G' ,T7 ,L v v�: 2 Phone (day): 2 - Address: 23c� , � ,� City: p�y�� ZIP: 5.532 3 Email and/or Fax c<e �.,o� s � G.' . �,��r.�c� , •Y,,•i. c�S ARCHITECT/ ENGINEER INFORMATION: Name: l��? L.�-s�r�.,_,sirz' o�- �L�.���� , ��� Phone (day): (q5z� yu -�i.l,py Address: p „� Cit : ZIP: Email and/or Fax: G�,,,,,,,,�r� . L.�s-c o.-.�sK� , �Jr�llc n , co� PROJECT INFORMATION: Description of project: —r' �}- ?�.p 1.Type of Project 2. Proposed Use 3.Structure Type 4. Sewage Disposal& Water Supply ❑ New Construction ❑ Single Family with ❑Accessory Bldg./Garage ❑ Addition attached garage ❑ Deck ❑ Public Sewer ❑Accessory Building ❑ Single Family with ❑ Office/Commercial ❑ Relocation detached garage ❑ Residence ❑ Private Sewer �Other: (specify) %��c v,7'� ❑ Multiple Family/Condo ❑ Retaining Wall(s) �+,v�7t,�4- aEo�.4�Ene� ❑ Public 4-feet or greater ❑ Public Water **Any earth movement may also require Commercial ❑ Storage MCWD review&permits. Industrial ❑Warehouse ❑ Private Well Minnehaha Creek Watershed District(MCWD) ❑ Other:(Specify) �Other(specify) 15320 Minnetonka Blvd Q�T�tiF�s f�„���� � Minnetonka,MN 55345 � Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.or Estimated Construction Valuation (excluding land) $ ��o ,� �� � Last Updated: January 2015 e � STRUCTURE INFORMATION: 1. Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction a. Length(ft.)= Number of bedrooms= /�!�' ❑Wood/Frame b.Width(ft.)= Number of garage stalls: ❑ Masonry Areas in square feet Attached = N� ❑ Metal ❑ Pole Bldg. c. Basement= Detached =� ❑ ICF d. 15`Story = ❑ On-site Prefab e.2"d Story= ❑ Off-site Prefab f. '/�Story = �Other(please specify): g.Total Area= .�/-� REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed Ap licable ❑ Buildin Permit Escrow A reement and Fees � ❑ Plan Review Fee ❑ Com leted A lication Form ,� ❑ Pro osed Buildin Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8'/z x 11 set ❑ Minnesota State Ener Code Calculations and Mechanical Code Re uirements ❑ Surve —2 full size,to scale meetin ALL surve re uirements ❑ Hardcover Calculations ❑ Se tic S stem Certification ❑ Minnehaha Creek Watershed District(MCWD)Permit or Documentation from MCWD statin no ermit is re uired ❑ Landsca e Walls and/or Retainin Wall Plans ❑ �' Stormwater Pollution Prevention Plan SWPPP ❑ Access Permit ❑ Data Privacy Advisory Form APPLICANT/OWNER ACKNOWLEDGEMENT: . Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; . Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annual�y update our records and records of other governmental agencies required by law. If you refuse to supply the information,the application may not be issued. • Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000 escrow to ensure completion of the as-built survey and all site improvements. Applicant's Signature: �� �LECci-� �-O.o(�c rs-Tdr�./ Date: Owner's Signature: � Date: Last Updated: January 2015 Relates to: Escrow Agmt, # ANT�NNA SITE APPLICATION CITY OF ORON4 Existiiig Telecom Equipme�it Modifications/Additions CITY WATER TOWER SITES Na�ne of Watei•Tower/Antenna Site (Kelley Parkway o►•Navai�•e} I-1WY 51 �nd 15 Tenant Site Lease I.D.MNLO1190/FA# 10104030 1. Name of Applicant:. AT&T Mobilitv � (Applicant is the existing tenant) If voii are represe►itiu�the A��qlicant,attacii a letter tliat desi�nates sucii) Initial here to indicate tliat Aftichment is �tttached. 2. Address of Applicant: 4300 Market Point Di•ive Bloomington MN 55435 3. Contact Person for Applicaut; Taiiy DiDonato Direct Telephane/Cell (248)709-7229 e-mail Tony,DiDonatoC�fdhvelocitel.com 4. Techtiical Adviso�•{if any}: Ed Llskowski Direct Teleplione: (9S2)426-4304 Cell: 830 688-1629 e-mail Edward.LaskowskiC�FDHVelocitel.com 5. Existing Freque�icy Band: 6. Are New Frequency(s)P�•oposed: Yes X No Will the Applicant be utilizing a radio specti�m that does not require an FCC license? Yes X No 7. Identify in detail the portions of the project that will use an unlicensed spectium, Designate this as �n Att�chment. Initial here N/A to indicate that Attachiueiit is attached. If utilizing a Distributed Autenr3a System (DAS) you must provide Radio Frequency Coverlge Maps prepared by the FCC Licensee(s). 172909v1 1 of 5 8. What type of Servicc (Arnateur Radio, SMR, ESMR, PCS, Cellular, Two-Way Paging, Microw�ve, WiMax/WiFi Other,etc.) Cellulac Will this site be interconnected vi�radio fi•equency transmissions to aciy athez•site or sites aiow constiucted, proposed, or anticipated? I�iterconnection includes one or more radio frequency links for the puipose to provide for"back-haul"from this site to�switching center or centralized node location. Yes_X_No If yes, what will tlie method of i�lterconnection be? N/A . If Attaching Technic�l Detail; Initial here to indicate th�t Attachnnent is lttached, 9. Wl�1t is the reason for equipaneut ch�nges? ATTACH APPLICABLE SPECIFICATIONS: 10. Are you installiilg new Antennas�Yes No. of New Atitennas:_3_.Including the new antennas, how many total anterinas will there be? 9 Elevation changes?_No New Elevation? 5 �.� � �� 5 If installin�new antelvias, show pro�osed location o�l the Watez•Tower, and submit this ap�lication with your p11ns and stiuctural analXsis. Note: Antenna changes at water rower sites occur frequently...if you have a proposed locatioci for the new arite�lna, the locatioii must be approved by tlie Cit� If o�ave completed a tower mapping for tliis project, keep in mind that �nother tenant may be making chl�i�es, alwavs verif�ith the citv to see if the sp�ce is �vailable. �t. Autenna Dimensions &Weight of Existin�&Pro oU sed: Existittg(4) 9$ x I1.8 x 6 6I.7 Lbs (2)55,2 x 11.8 x 6 40,8 Lbs Pt•oposed (2)92.4 x 14.8 x 7.4 68Lbs (1) 48 x 14.8 x 9 34 Lbs Initial here to indicate Attiched Specifications, Replacement Antennas: If they are larger than tlie existing antenna or if you are addin�;additional eqiiip�nent tu tlie a�item�a�nount it�vill i•equire the Teiiant to submit�vith this a�plicatio�t a Structui•al Tower Aiialysis prepared by a Structai•al�ngi�ieer Registe►•eci ut the State of MN. The ✓ analysis rvill be�•eviewed by ttie City's consulti�►g structural ecigineer. 12. Will you be utilizing a Microwave Dish?�No Yes How Many No Dish Size&Weight: 172909v1 2 Of S Initit�l here to indicate Attached Specifications. l3. Will you be utilizing 1 Satellite Disli?_No Yes How Many No Disli Size&Weight: 1�. Will you be Utilizing a GPS Antenna?_No Size: Weight: 1s. Are you installing new Transmission CaU(es (s)?_No Number of NewTransmission Cables Size: Including the new Transmission Cable(s),how m�ny total c�ble{s)will there be? t6. How many existing RRU's per Sector? 3 I7. Are you installing new RRU's? Yes If yes,how many 3 18. Total RRU's per sector existing and proposed? 2 i9. Does tlie weight of the existing RRU's differ from the proposed new RRU's? Yes✓ If yes, are the proposed RRU's he�vier or ligliter?Lighter 20. Dimensions of the existing RRU's? 24.8 x 11,5 x 5.7 uiitial here to indicate Attaclied Specifications, 21. For Equipment Loc�ted�utside Adjacent to the Water Tower eithec in a shelter or a feliced compound, explain in detail if you are making changes to the existing Ground Equipment: No Chan�e 22, Is tl�ere a�ieed for additio�ial lease space?�No Size��eeded for additio�ial lease space? Attach �ny applieable information with your pl�ns to include but not limited to: Photos, Cabinet Dimensions, ete. I��itial liere to indicate Attached I��formation 172909v1 3of5 23. Is there a need to upgrade the existing power source? No {if the��e is a need foi•1 cliange in the existing powe�� c•equirements, �pplicant is responsible for a11 costs associated)All utilities must be inst�lled withiil existing utility easecnents. If tliere is a ��eed fo�� a new route the City must approve tlie location of the proposed utility route. A site survey witl be necessary showing the proposed z�oute which will include a legal description of existing�nd proposed easement. 24. As a part of this project, will Applicaut be installing Fiber to set•ve its Communication's Facilities? No 25. Estiinated date of praposed installation; TBD Note: Lease Amendments Re�ui�'e Cliy Cou11C11�pproval. PLEASE IZEAD CAREFULLY B�F�RE SIGNING! 26. The unclersigned agrees and acicnowledges that in addition to the$750.00 Anle�i�ra Site Applicatrori lee for I+'reqcrency Anr�lysrs*(5�E NOTL B�LOW), the ap�licant will also bc respor�sible for the actual costs ii�.volved it�the following whieh will require an�5CI20W AGR��MENT: a) Plan Review(City Engineei•i�ig Consult�nt} b) Survey Review(if required) c) Site Meetings(Ciiy Engineer and/or City Consultiug Engineer's time&ti�avel costs) d) I�Ispection(City aild/or City's Consultant) e) Sti�actural Tower Review (City's Coiisulting Erigineer will review youz•Structui•al Analysis) fl Building&Electric�l Permit fees (not a part of this�scrow Agree�nent) g) Utility Locates (Applieant must notify existing tenants to obtaili utility locatcs,of existing uuderground telephoiie, eleccrical and coaxial transmission lines)If existing tenant ca�uiot locate tlieir utilities, Applicant is responsible to locate. City will locate its sewer,water, storm,aiid fiber via Gopher One request. li) City Attorney Fees (pi•eparatioii of Lease Amei�dment/Coriser�t&other easement documents) i} Other `) �..,' "r .. t ;l �� �; � ..,�t �' /� '.i � , `�� . �j�j 1 Telephone Number: ' v 'f � e-mail address: i�� % (., � `,/ 4 ('< 1-l. � ��,4.� != Sigiiature: 1`I� ��7L.L% ���� � �:i>-� (� t Date: C e � l.l r: � +, � (authorized signature) i7z9o9�i � 4 of S Please p�•int your name: DO NOT FORGET! ATTACH YOUR LETTER OF AUTHORIZATION,IF YOU ARE REPRESENTING THE AI'PLICANT IN THIS PROCESS. 27. MAIL COMPLETE APPLICATION a�td iriclrcde;: «) Autltoriz�rtion Letter b) Plans and Specifrcations c) Slrr�ctu.rr�l Analysis d) �scr•ow Agreen:ertl e) Escrow Check ,� Cl�ecic for$750 Freque�tcy analysis(�`nofe: if tlaere is�to clrnnge to existing fi�equencies, Ntere fvill be no�teetl for�rri RF'tcrialysis—Do not se�zd$750.00 clieck) Escr•ow Agree»ee�it& Fi•equency Annlysis Checks ntalce puyable lo: City of D��o�ro Mni!to; City of Orono At1rt:A�lrrrn�dwards —Uirector of Pr�blic Wor1{s/City F,�tgi�aeer aedwardsC�ci,orono.mn.us P.O, Box 66 952-249-4661 Ciyst�al 13tcy, MN 55323 Your submittal must be complete or the process could be delayed. i�z�o��i Sof5 ' 1 � I � Anten na S stem `�' at&t y �� MOBILITY . � Upgrade Pro�ect • LTE 2ND CARRIER ADD AT&T MOBILITY • SWAP LTE ANTENNAS SITE NUMBER: MNL01190 • INSTALL RRH'S SITE NAME: HWY 51 AND 15 - FA# 10104030 • IMPROVE QUALITY OF SERVICE WATER TOWER OWNER: CITY OF ORONO SHEET DRAWING INDEX REV DATE DIRECTIONS: SCOPE OF WORK: THE REMOVAL OF (3) EXISTING LTE ANTENNAS, AND (3) FROM 4300 MARKET POINTE DR. MINNEAPOLIS, MN 55435. GET ON I-494 W FROM ANTENNA PIPE MOUNTS. THE INSTALtATION OF (3) NEW MINNESOTA OR ANO FRANCE AVE S. CONTINUE ON I-494 W TO WAYZATA. TAKE THE ANTENNA PIPE MOUNTS. THE RELOCATION OF (3) RRHs AND T1 TITLE SHEET 2 07/23/15 COUNTY RD 15 W EXIT FROM US-12 W. TAKE EXIT 198 FOR US-12 W TOWARD (3) DC2s ONTO NEW PIPE MOUNTS. THE INSTALLATION OF C1 GENERAL NOTES 2 07/23/75 WAYZATA. IN 0.3 MI, KEEP LEFT AT THE FORK, FOLIOW SIGNS FOR CARLSON (3) LTE ANTENNAS, (3) RRHs, AND (1) DC CABLE ON PKNR'/LINNER RD. IN 0.4 �AI, KEEP LEFf, FOLLOW SIGNS FOR US-12 W/WAYZATA AND EXISTING WATER TOWER. Ct.t TANK OWNER NOTES 2 07/23/15 AIERGE ONTO US-12 W. IN 2.8 MI, TA}CE THE COUNTY RD 15 W EXIT. IN 7.0 MI, MERGE C2 SITE PLAN 2 ���23��5 ONTO COUNTY RD 15/SHORELINE DR. IN 5.2 MI, TURN RIGHT ONTO BLAINE AVE. iN 407 Ff, WATER TOWER SITE IS IN ON LEfT. SITE ADDRESS: 2345 BWNE AVENUE C2.1 EQUIPMENT LAYOUT PLAN 2 07/23/15 ORONO, MN 55391 C3 ELEVATION VIEW & RF DEfAILS 2 07/23/15 VICINITY MAP C3.1 ANTENNA & CABLE CONfIGURATION 2 07/23/15 OWNER: CITY OF ORONO C3.2 PLUMBING DIAGRAM 2 07/23/15 C4 ANTENNA DETAILS 2 07/23/75 . .- ._ . APPLICANT: AT&T MOBILITY f S .. �A�m �o � � �, 4300 MARKET POINTE DRNE C5 FENCE DETAILS 2 07/23/15 � i . ..�e . ��;-,����,� �i� BLOOMINGTON, MN 55435 S1 PIPE lAOUNT SECTIONS AND DETNLS 2 07/23/15 ' ' , .� �. �� ". E7 GROUNDING & RF NOTES 2 OJ/23/15 J�ygygRy � _ � ' ' � � LATITUDE (NAD 83): 44.9357' E2 GROUNDING DETNLS 2 07/23/15 ��, ; �smaneey LONGITUDE (NAD 83): —93.6147' E3 GROUNDING & ELECTRICAL OETNLS 2 07/23/15 � � � � �a � � wstarm � �SITE �d� CURRENT USE: TELECOMMUNICATIONS FACIU7Y REVIEWED BY: � � �a � �LOCATION DATE . � Min�<ronke'� PROPOSEO USE: TELECOMMUNICATIONS FACILIiY at&t OPERATIONS . � � , ae.on . , una y,o:,.,pQ_ . � �. � . JURISDICTION: HENNEPIN COUNTY psprlog vuw .. DA1E VELOCITEL - � � ' �. ' - � . . COUNiY: HENNEPIN � � . � � HPlsIaMRWarM�'�-:. I � SITE QUALIFICATION PARTICIPANTS APPROVED BY: ... �c.ron,aneay. � . kk:�_. . OWNER DATE �-� � � � � � � '�- NAME S9�1PAdY NUMBER I NEREBY CERTIFY 7NAT THIS PLAN, . � SPECIFlCATION,OF2 REPORT wA5 .- - � aREaaaEo er ue aR unoea Mr . � � � . � A/E MARK 2AGAME VELOCITEL (770) 645-5900 oiRecr suaERhs�oN u+o ninr i �URISDICTION DATE �� �� - � ���.re�k.e.y AM n ou�v ucEnseo � .. � � � SAC TONY DIDONATO VELOCITEL (248) 709-7229 PROFE590NAL ENGINEER UNOER , � . rHe uws oF nie sre�oF' ' � � - � � � � CM ED LASKOWSKI VELOCITEL (830) 688-1629 MINNESOTA. PM PETER MCENRY AT&T (952) 656-4324 REGISTi2AT10N N0.�10J4 /(yYI�f NOT TO SCALE DATE ]OJ/]]/15 RFASED PER CON4EM5 YS MZ V01 AMERICAN BLW EPST SITE NO.MNL01190 � os/s�/is ac�+seo aea couucros rs uz � NAME 'AILLIAN PA EH �velocirele 0 05/19/15 65UE0 FOR CONS�PUCMIN n u= - TlTLE SHEET SUfiE#1s �� �}Q.} HWY57AND15 BLOOMINGTON,MN 55425 � ��J�� ��MARKET POINTE ORNE e ai/zi/is iswco ron wcNcx sw uz - � SiGNnTURE `�`� � BLOOMINGTON,MN 55435 FA#10104030 A a1/15/15 isw[o ra+r¢� su uz - � 952-Bdd-1856(MAIN) MOBILITY comp ete wlreless so utlons 952-844-1W6(FAX) �� 23458WNEFVENUE o a� a[�nsoNs 9r CHN v •i oanvnNc rvuMAEP REV ' - OHONO,AAN 55391 i � OEAGnEO: CHECNED:- 010�0.b T7 � 1� I GENERAL NOTES: GENERAL NOTES: STRUGTURAL STEEL NOTES: 1. THE PROPOSEO FACILftt WILL BE 11NW�NNED ANO DOES NOT 1. FOR THE PURPOSE OF CONSTRUCTON DRAWINGS, THE FOLLOWINC OEFlNff70N5 SHALL APPLY: 1. ALL STEEL WORK SHALL BE PNMEO IN ACCORDANCE WRH THE REOUIRE POTABLE WATER OR SEWER SERVICE ANO IS NOT FOR CONTMCTOR-CONTRACTOR PRQIECT SPECIFICATIONS AND IN ACCORDANCE WITH ASTA1 A38 UNLESS MUMAN HABRAT.(NO MANDICAP ACCE55 IS REOUIRED). SUBCOMRACTOR-GENEFAL CONfRACTOR(CONSTRUCTION) OTHERWISE NOTED. OWNER-atdet WIREIESS 2. ALL WELDING SMALL BE PERFORMED USINC E70%%ELECTRODES ANO I 2. OCCUPANCV IS LIAIRED TO PEPoOOIC MNNTENANCE AND INSPECTION, WELDINC SMALL CONFORM TO AISC AND AN5 D1.1.WMERE FILIET APPRO%IMATELY 2 TIMES PER AIONTH,BY atht TECHNICIANS. 2. .LLL SITE WORN SMALL BE COMPLEfED AS IN�IGiED ON THE DRAWINGS ANO PROJECT WELD SRES ARE NOT SHOWN,PROVIDE TME MINIAIUM SIZE PER TABIE �'.. SPECIFICATIONS. '� J. NO NOISE,SNONE,UUST,ODOR OR VIBRATIONS WIIL RESULT FROM J2.4 IN THE NSC'MANUAL OF STEEL CONSR2UCTION'.PAINTED �.. TMIS PROPOSPL J. DRAWINGS PRWIOEO HERE ARE NOT TO BE iCALED AND ME INfEN�EO TO SHOW OUiLNE ONLV. SURFACES SM�LL BE TOUCHED UP. i 4. OUTDOOR STORAGE AND SOLD WAS1E COMAINERS N2E NOT 4. ALL MATERI/�15 NRNISHED AND INSiKLEO SHPLL BE IN STRICT ACCORDANCE WRH ALL 3•BOLTED CONNECT10N5 SHALL BE ASTA1 A745 BEARWG TPE(3/4"0) PROPOSEO. MPLICABLE CODES,REGlAAT10N5,PND OROINPNCES.SUBCONTIUCTOR SHRLL ISSUE ALL CONNECilONS AND SHILL HNVE MINIMUM OF 1W0 BOLTS UNLESS APPROPPoATE NOTICES AND COYPLY WfiM ALL UWS,ORDINANCES,RULES,REGUUTIONS,AND NOTEO OTMERWISE 5. AlL MATERIAL SMALL BE FURNISMED PND WORK SHALL BE UWFUL ORDERS OF PNY PUBLIC AUiHORITY REGARDING THE PERFORAIPNCE OF THE WORN. PERFORIAED IN ACCOROMICE WITH TME atkl SYSiEM GROUNDING 4. NON-SfFiUCTURAL CONNECT10N5 FOR STEEL CRATING AUY USE 5/8' STANOMD DATED JUNE 2011 TECIWICAL SPECIFlCATIaJ FOR 5. ALl WORK CPf2RIE0 Ot1f SNALL COMPLY WffH/�LL/�PPL1Cl8LE YUNICIPAL AND UTILITY COMPANY DN.ASTM A 307 80LT5 UNlE55 NOTED OTHERWISE. CONSTRUCTION OF GSAI/CPRS WIRELESS SITES, TECHNIG�L SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES,ORONJANCES AND MPLICIBLE REGUUTIONS. 5.�rySTALLATION OF CONCREfE EXPANSION/WEOGE ANCMOR,SNALL BE SPECIFICATION FOR FACILItt GROUNDING'.IN C,ISE OF A CONFUCT 6. UNLESS NOTED OTHERWISE,7NE WORK SHALI INCLUDE FURNSHING MATERIALS,EOUPA/EM, PEP AiANUFACTURER'S WRRiEN RECOMAIENOED PROCEDURE.THE BEfWEEN THE CONSTRUCTION SPEpFlCATION PNO TNE DRAWINGS, pppURTENANCES,Ml0 LABOR NECESSARY TO COMPLETE ALL INSfALUTI0N5/S MDIGTED ON ANCMOR BOLT.DOWEL OR ROD SHALL CONFORAI TO WWUFACTURER'S ?HE DRAwINGS SMALL GOVERN. 7HE DRAWINGS. RECOMAIENOATION FOR EMBEDMENT OEPTH OR/5 SMOWN ON THE 8. SUBCONTRACTOR SHALL BE RESPONSIBLE fOR REPAIRINO ANY DRAWINCS.NO REBAR SHALL BE CUT WRMOUi PRIOR ENGMEERINC UAMACE CAUSED BY THE CONSTRUCTION OPERATION. 7. THE SUBCONTRACTOR SWLLI INSTALL ALL EqUIPMENT ANO MATERW.S IN ACCORDANCE WRH MPROVAL WMEN DRILLING HOLES IN CONCREfE. SPECIAL MMIUFACNRER�S RECOMMENDATIONS UNLESS SPECIFICALIY SfATED OTHERWSE. WSPECTIONS,REOUIRED BY GOVERNING CODES,SHALL BE PERFORMED 7. SUBCOMRACTOR SHML BE RESPONSIBLE FOR OBTMNING ALL W ORDER TO MAIMNN MANUFACTURER'S IAA7(IMUM ALLOWABLE LOADS. PERIIRS AND MSPECTIONS REOUIRED FOR CONSTRUCTION. B. IF THE SPEqFlED EOUIPMENT CANNOT BE INSTALLED AS SHOWN ON TMESE DRAWINGS,THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALUTION SPACE FOF MPROV�L BY TME 8.Ml AIEfAL WORH SHALL BE GALVMIRED IN ACCORDANCE WRM 8. SUBCONTRACTOR SHALL REAIWE ALL TRASH AND DEBRIS FROM THE COMRACTOR AND SRE OWNER. SPECIFlCATiON ASTM Al2J.ALL SMOP WELDED NEAIBERS SHALL BE SITE ON A DNLY BA515. GPLVANIZED AFTER WELOWC. � 9. TME SU6CONTRACTOR SHAIL PROTECT E%ISTING IMPROVEMENTS,PA�EMENTS,CURBS, 9. INFORMATION SMOYM ON 7HESE ORAVfiNCS W!S OBTAINED FROM SRE UNDSCAPING ANO STRUCTURES.M!Y DAIUCEU PAfi�SHALL BE REPNRED Ai SUBCOt1TRACTOR'S VISITS AND DRAWINGS PROVIDED BY THE SITE OWNER. E%PENSE TO TME SATISFAGTION OF OWNER. SUBCONTRACTOR SHALL NOTIFY at@t OF ANY DISCREPMlpES PRIOR TO ORDERING IAATERIAL OR PROCEEDINC WRM CONSTRUC710N. 10. THE SUBCONTRACtOR SMALL CONTACi Ui1Lf1Y LOCATINC SERVICES PRIOR TO THE STMT OF CONSTRUCTION. 10. NO WFiRE STROBIC LICHTS ARE PERlATfED.LIGMTINC,IF REW�RED, WILL MEET FM STANDAROS AND REOUIREMENTS. 11. .LLL E%ISTING ACTIVE SEWER,WATER,GAS,ELECTRIC,AND OTHER UTILff1ES WHERE ENCOUN7ERED IN 7HE WORK,SNALL BE PROTECTEO AT ALL TIMES,AND YMERE REWIREO FOR TME PROPER 11. ALL SICNS SHI�LL BE NRNISHEO AND INST�LIED AT ALL atht E%ECUTION OF THE WORK,5lW1 BE RELOCATED AS DIRECTED BY ENGINEERS.EXR3EME CAUiION WIRELESS SERVICES SIIES IN ACCORDANCE W1TH SPEqFlCA710N atM SHOUID BE USED BY TME SUBCONTRACTOR WHEN IXCAVATING OR DRIWNG PIERS MOUND OR .' SYSTEN CROUNDINC DATEO JUNE 2011. NEAR Ui1Lt11E5. SUBCONTRACTOR SHPLL PRONDE SAFEfY TRVNING FOR THE WORNING CREW. ' i TMIS VALL INCLUDE BUT NOT BE LIMREO TO A)FAIL PROTECTION,e)CONFINED SPACE,C) 12. NO AOOITION/�1 PARNING TO BE PROPOSED.EXISi1NC ACCESS AN� ELECTRICAL SAFEh'&0)TRENCHINC @ IXCAVATION. ' PAF2KINC TO BE USED. I 12.�1.L EXSiING INACTNE SEWER,WATER,GPS,ELFCTRIC MlD OTHER UTWTIES,WHICH INiERFERE � 1J. NO INJDSCAPINC 5 PROPO�U AT THIS SITE. W17ry THE E%ECUTION OF THE WORK,SHPLL BE REMOVED AN�OR CMPED,PWGGED Oft 0'fHERWISE DISCOIf�INUEO AT POINTS NTiICH WILL NOT INTERF�RE WIiH THE E%ECUTION OF THE I �4� MICAL IAINIMUu BENO PPDI� W�RK,AS DIRECTEO B7 iHE RESPoNSIBLE ENGINEER,AND SU&IECT TO THE�PPROVAL OF THE COA%DIAMEfER PN�ftEW CaNMSCOPE OWNER MlD�OR LOCAL 11TILITIES. 1/2"SUPERFLEX 1.15� 1.25' 13. THE AREAS OF THE OWNEF'S PROPERTY DISTURBEO BY?ME WORN ANO NOT COVERED 6Y THE ��2. 5- �• TOWER,EQUIPIAENT OR ORIVEWAY,SHALL BE GRADED TO A UMFIXiAI SLOPE,AND STABILIZED TO PREVENT EROSION. 7 B' 74" 5" I 1/4' 15" e' 1�. SUBCONTRACTOR SHN1 WNIAI2E OISiURBANCE TO E%ISIINC S17E WRINC CONSiFtUCTION. � EROSION COMROL AIEASURES,IF REOUIRED DURINC CONSR2UCilON,SNAll.BE IN CONFORWNCE � 1 5/e' 20' IS" WITM THE LOCAL CUIDELCNES FOR EROSION ANO SEDIMENT CON�ROL. � 15.NO FlLL OR EMBNJKIAEM MATERIAL SHALL BE PIACED ON fR02EN CROUNU. FROZEN 1S ALL COAJ(IAL CABLE INSTALUTIONS TO FOLLOW AIMIUFACTURER'S �TCRULS,SNOW OR ICE SHALL NOT BE PLACED IN ANY FlLL OR EMBANKAIENT. INSTRUCTIONS. 16.TNE SUB CRME SMALL BE COMPACTED AND BROUCM TO A SMOOTH UNIFORM GR�DE PRIOR TO FINISHED SURFACE APPLJCATION. 17. THE SRE SHPLL BE GfUDED TO CM15E SURFACE WATER TO FLOW AWAV fROM TME BTS EOUIPMEM. 1B.IF NECESSMY,RUBBISH,SiUMPS,OEBRIS,S71CK5,STONES AND OTMER REFUSE SHALL BE flEMOVEO FftOM THE SRE PN�OISPOSED OF LEGN.LY. I HEREBY CERTIFY RiAT THiS PLAN, 18.7ME SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCOROMICE w7TH OSMA REWUTIONS. SPECIFlCATION,OR REPORT WAS PREPAREO BY ME OR UNDER MY 20.SUBCONfRACTOR SHNl LEAVE PREAlISES IN A CLEAN CONDITION. DIRECT SUPERNSION ANO T11AT I AN A DULY LICENSEO PROFESSIONAL ENGINEER UNDER THE LAVS Of THE STATE OF MINNESOTA. RECISTRATION N0.�1034 DA�E �/��1•� Z 0)/1]/t5 PFASE�PER C011HENi5 YS 43 NAA/E 1b1LLIAM PM'EK 1'!01 AMERICAN BLVO EAST SITE NO.MNL01190 1 05/21/IS REYisEo PEq CouuErvis � uZ = --�- �velocirel• SUITE d18 � at&t HWY 51 AND 75 �OS/19/IS Ss�Eo FOR�����,«� w M= GENEAAL NOTES BLOOMINGTON,MN s5425 4300 MARKET POIME DRNE o���>�is asuEo soa aenev uz SICNaTURE / BLOOMINGTON,MN 55435 FA1Y 10104030 _ 852�844-1858(MAIN) � /i MOBILITY n 0�/ts/i5 5SVE0 i0R RENEw sW MZ comp ete �vlre ess so utlons �.944_�r�pg�Fq� \��w' 2315BWNEAVENUE onlc RE�19oNs eY cMK �� DMVnrvG xuMBFR �' _�� ORONO,MN 55381 : �o. � � �.ie� . x�r nix . ,s, .a, ,„,,,� ioioww Ct � I �v .� .:r. su.ic�. ocsknco: cnecHeo�,- TANK OWNER NOTES: WATFR TANK PAINTING AND CLEANING REQUIREMENTS�• � 7. A AWJDATORY PRECONSRtUCPON AIEETING WILL BE REQUIRm 13.AlL COATING flEPNRS SHALL NATCH THE E%ISTING COLORS. 1. n�RG . PR PA�TION: BEIWEEN All PMi1ES INVOLVEO IN THE E7(fEPoOR COLORS SHALL BE SPECIFICPLLY INSf,�LLATION.THIS MEEfING WILL BE AT 7ME PR0.IECT SITE AN� AIATCH EXISTINC COLOR CONDITIONS(FOR E%AMPLE(?DEO COLOR) A ABRASNE BLAST CLFNi ALL NEW STEEL COAIPONENTS TO AN SSPC-SPB'COMAIERCLLL� WILL INCLUDE A REPRESEMATNE FROM THE PROVIDER. OR�ITIONAL COATING APPLICATION MAY BE CIEANING'CONDfIION PRIOR TO MPLICATION OF PRIMER COAT. NECESS/RY AT ENCWEER'S DISCREfION. 2. SAFE A1EAN5 OF ACCESS(WIR11N'MMS REACH'J TO ALL MEAS OF 9.AFTER WEIDINC OR CUIT7NG,CLEAN ALl OPMAGE�SURFACE IN ACCORDAHCE WiTH SSPC-SP11 EOUIPMENT INSTALLED SHALL BE 14.ALL ACCESS M'0 LAD�ERS SMnLL NOT BE OBSTRUCTED BY ANY 'POWER TOOL CLEANING'PRIOR TO APPLICATION OF PRIME COAT. PROVIDED FOR THE OWNER ANO THE OWNER'S REPRESENTATNE�OR EOUIPNENT OR CAA%MSTALUTION AT TME INSPECTION DURING M!0 AFTER THE COMPLETON ANY 71ME. y, rppnNG(FX7ERioR1: OF WORH. 3. CONSTRUCTOR TO DISCU55 WELDINC AND PROTECTNE COATING 75.ALl UNUSED ANO/OR ABANOONEO EOUIPMENT SHALL REM/JN PRIOR TNE IXTERIOR PMNT REPNR 5YSTEM WILL BE ONE PRIME COAT OF TNEUEC SERIES 175 INSPECTION REOUIREMENTS INCLUSNE OF HOLO POINTS MJO 48 TO THE CANPLEfION OF THE CHEMBUILD,APPLIED AT 4.0-6.0 AlILS,AND ONE TOP COAT OF TNEAIEC SERIES V700-578R HOURS NOTIFICATION FOR INSPECTION AT BOTH SHOP AND FlELD INSTPLUTION. CLWD HYDROFION,APPLIEO AT 2.0-3.0 AIILS. LOCATIONS. 18.ANY UNSATISFACTORY PREVIOUS EOUIPMEN(INSTALUTIONS PER 7HE �, �OATING(OfiY INTERIOR�• {. FINAI^NALK THROUCM"TO eE COMVLETE YATH THE CONTRACfOR S CO REQUIREUEMS INCLUSIVE . INSPECTION REOUIREAIENTS FOLLOVANG THE �� OF PROTECTIVE COATINC REQUIREAIENTS SHALL IMMEDUTELY BE THE DRY INTERIOR PP1NT SYSTEM SHALL BE ONE PRIME CAAT OF TNEMEC SERIES 135 APPRWAL OF TME'AS-BUILT'�flAWINGS. COftRECTE�MID SHILL 8E SATISFACTORI'PRIOR TO TME CHEMBUILO,MPLIED AT 4.0-8.0 AlILS,AND ONE TOP COAT OF 1NEIAEC SERIES 135-i58L TANK COMPLEfION OF iHE INSf�LUTION. WNITE CHEMBUIID,MPLIEO AT 4.0-8.0 AIILS. 5. NO WORK SHAIL BE PERFORMED WITHWT TNE PROPER 48 HOUR 77,ALL MOUNTING POSTS SHALL BE GALVANI2ED.THE PIPES SM/�LL BE NOTIFlCATION AND KNOWIEDCE OF TME OWNER AND/OR OWNEF2'S CAPPED ANO SE/�1 WELDED PRIOR 4, COATING(WEf INTERIORI: REPRESENTATIVE. TO MPLICATION Of PROTECTNE COATINC. THE WEf IMERIOft PNN�SYSTEAI SFNLL BE ONE TOP COAT OF TNEAIEC SERIES FC22 EPDXOl1NE. 6. ALL EpUIPNENT ATTACHED SMML BE SEIL WELDED.CAULK SHALL 78.ALL HARDWARE AND BRACHEfS SMALL BE AUNUFACNRED OF MPLIEO AT 14.0 MILS.(WF'f). NOT BE USED UNLE55 DIRECTEO AND NON-CORROSNE MATERULS. MPROVEO BY iME OWNER. bnTFc• 7. ALL EQUIPNENT SUCM AS RRU'S,SECTOR BO%ES,ANTENNAS, 19.NO GPACROR DISCHMGE WELDINC('SfUD WEIDING')SMALL BE DISTRIBUTION BO%ES,COA%,CABLE, ��WEO UNLE55 MPf20VE0 BY THE ENGINEFR A ALI.STEEL AMENNA INSTILLATION COA/PONENTS SHALL BE P,VNTEO PER 7HE SPECIFlED PAIM BRACKEfS,EfC.SMALL RECENE A SURFACE PREPARATION AND SYS�EA1 ON TME EMERIOR. COATING SYSTEM THAT WILL MATCH TME TOWERS EXISTING . 2a.NEOPRENE/RUBBER P�DS AND METAL SMIMS SHALL BE REOUIRED COLOR. BEfWEEN ALL ATfACHA1ENf5,CWAPS,CONNECTIONS,MlCLE 8. NO COMPONENTS SMALL REMNN GAlVM1Rm OR STAINLE55 SiEEL THE SGECIFIED PAINT SYSTEMS ADAPTORS,EfC...AND OTHER ITEMS IN CONTl�T WITH PROTECTNE SHNl.HAYE GOOD NDF7ESION ON CALVANIZED OR S�AINLE55 S�EEL SURFACES. I 8. �CHANGES OR DEVIATIONS DURING THE INSTALLATION SHALL BE COATMG SURFACES. SUBMfI'TED M1D MPRO'vED BY THE 27.ANY CONSTRUCTION SHALL REqUIRE A TEMPORARV CONSlRUCT10N C. COMACT iNENEC TO OHfNN A SUITABLE SURFACE PREPARATqN SYSTEIA FOR GALVANREO ANO OWNER.ALL CHANGES OR DMATIONS NOTED DURINC TME FENCE AT ALL TIMES WRING M'D STNNLESS S1EEL SURFACES.THE SYSTEM SHALL MANE PREWOUSLY CALVANIZED AND SfAINLE55 INSTALUTION SHALL BE SMONTJ AS DETNLED ON A flNAL SEf Of STEEL SURFACES COMPATI&E WRH THE SPEGFlED PNNT SYSTEAIS THAT Wtti BE APPLIED. /5-Bl11LT AND APPROVED ORAWINGS.TMESE DRAVANGS SHALL BE AFTER WORNING HOURS. SUBMRTED FOR REVIEW AND MPROVEO BY THE OWNER PRIOR TO PROJECT COMPLEfbN. 0. IF MPLMJ9LE,PNNT ALL NEW STEEL IN A SHOP SETTING,PRIOR TO DELNERY TO THE SRE. g, A 48 MOUR NOTICE FOR INSPECTION SHALL BE GNEN FOR EACH E. FOLIOW PLl PNNT MANUFPFTURERS'PROOUCT DATA SMEEfS,APPLICATION SHEETS, RE�UIRED INSPECTION,HOLD POINT, ANO'FlNPL WALH THROUCH'.TNIS ALSO INCLt1DE5 SHOP RECOAIfAENDATIONS AND REOUIREMENlS WHEN USING TMEIR PRODUCTS. INSPECiIONS. 10.TMAT 7HE COHrRACTOR SWdI.PROVIOE IlL PMTIES WRM A F. COORDINATE PNNTINC SCHEDUIE W(fH TOWER OWNER. I DEfAILED WORK SCHEDULE. 11.ALl LANDSCAPING SHALL BE RESTORED TO TME SnA1E CONDITION/S G FlNAI COLORS SH�LL BE N!APPRO%IAUTE AUTCH TO THE IXISTING COLORS. I PREVIWS�O TNE INSTPLUTION I �RK H. ALL COATINC DAAIACE CAUSm OR RESULTEO BY OR DURING THE INSTALU710N SHALL BE � PROPEflLY PERFORMEO BY A REPAIR PROCEDURE MPROVED BY TME OWNER. 12.ALL COA%SURFACES SHALL RECENE A SURFACE PREPPRATION.THE � I SURFACE SHALL BE'SCMIFIE�' I OR SANDED PRIOR TO SOLVENT CLEANING AND PRIOR TO COATING I APPLICATIONS. I HERE9Y CERi1FV THAT h115 PLAN, SPECIL1CAilON,OR REPORT WAS PREPARE�BV AIE OR UNDER AIY DIRECT SUPERNSION AND THAT I AM A DULV LICENSEO PROFF.SSIONA�ENGINEER UNUER THE LAWS OF THE STATE OF MINNESOTA. RECISTRATON N0.11031 O�TE �I'Z�I�S f O)/].1/t5 fd`nsEo oEP CtlWENiS tt uZ NANE_����AA1 PANEN 1701 AMEPICAN BLVDEAST `�� SITE NO.MNL01190 �05/Zt/15 RENSED vFn CUuuFN15 � ur _ TANK OWNER �� � SUITErie ��' �j+O} y300MARKETPOINTE�RIVE HWY51AND15 aos/is/is issucoror+cansmuciron n uz 9GNANRE �. ��- veocire BLOOMINGTON,MN55425 � A��« BLOOMINGTON,MN5593S FA#10104030 Aoa/n/is sweoroar+en[w sw uz - NOTES 952-944.1858�MNN) MOBILITY 04/15/15 65VED GOF RMEW SW NZ tomp ate wlre ecs so utlans � 2345BWNEAVENIE 852�844-1506�FAXJ ��� 0 M1E flEVIA0N5 6Y CHK F� �AAWINC NUMBEP REY ' .. ORONO,MN 55391 i0twow C1./ SCALE� DESIGXEU O�ED:- 3 NOTES: TNis srr�nas No Ewsru+c WATER/SEWER 11NE5 OR ON SRE SEWAGE FACILITIES LIMITS OF pSR1RBPNCE FOR THIS PROJECT ARE-0 BULLDING COVERAGE GLCUUTIONS: Ex��'in�;�tiniN lirvK Ho cwwce �rncr �nv) exisriNc ooue�E swi�� INPERNOUS COVERAGE CALCUUTIONS: NO CHANCE PROPOSED STRUCTURAL ADDITIONS: NONE ."_ __�.._... . x -.-�-� r'» • �• •----•-•- • '—r-+ �� i . I E%iSTINC GENERATOR �n E%ISTING 143'-0"WA7EH IOWtR.ANTENNAS NOT -� SHOWN FOR CLARITY (SEE SMEEf CJ FOR DETNLS) } E%ISTING Bl11LDI�G � 17'-6' ,- - I � X_ _ � i ' � r —� — 1�� � r_ i � —�� i i -- � � ����— i E%IS11NC CONDL'IT EASEM=NT ' I � EXISiINC TELCO CABM[T �� I UfILRE TO CARRY PROPOSED � � I DC CABLE � I � F.XiSTiNC ICE BRIDGE (TVP.J CALLED NOR1H E%ISTING H-FRpA/= � y 19—a t..J_ 3'_8 � � � SYMBOLS AND MATERIALS all � i ���_ DEfAk REFERENCE rl i� � I l EX!SiING BUILDING � hrh, N __ SECTIONS AN�DEfMLS PROPOSED DOUBLE-��/ ��' _ � -' SWING GATE I � � � CONCREfE . o I I � EX�STN�AT&EOUIPAIENT "� iiii.i.�iiiiiii_ii/,1 .. ' FARTH ,._._._. ' ' ' ' ' _. . . . -x_.-"—r-.,. "' .x--a--•. x v__ �An(SEE SHEEf CZ��ti�; 24,_Q. _� GRAVEL/SiONE P pqry����E SlTE LEGEND (SEE SHEET CS FOR DETNLS) ---- pROPERIY UNE --�� FENCE LINE I MEREBV CERTIFY THAT TMIS PLAN, SPEQFICAPON,OR REPORT WAS --pp---- PDU POWER GBLE PREPARED BV ME OR UNDER MY oiREcr suPER�sori�no mnr i SITE PLAN AM A DULY LICENSED � Hf-- BVS�T�CABLE PROFESSIONAL ENGINEER UNOER ��' �'�� iHE LAWS OF THE STATE OF MINNESOTA. 2O O ZO o�----- PDU ALARM CABLE REGIS7RATIIXJ N0.41034 �"=2Q� �� OATE �IL���� I ]O)/R3/15 RMSEO PER COYIIEMS YS MZ NAME ��VAM PANEK 1]01 AMERICAN BLV�EAST SITE NO,MNL01190 �05/21/1� RMSEo PER CON4ENi5 rs uZ - , /� velocirele SURE#18 � a}�} HWY 51 AND 15 0 os/is/�s isweo raR consmucnan rs uz = S''rE PL/'lN I BLOOMINGTON,MN 55a25 �� � 4�MARKET POINTE�RIVE e w/z�/ia �swEo roa Aencw sw uz SIGNANRE � BLOOMINOTON,MN 55435 FA#10104030 yw I 952-944-1858(MAIN) MQB�L�TM 01/15/15 55VE0 GOP RENEW 42 comp ata wlre ess so uHonz �•� p3450UMEAVENUE 952�944-150fi(FA� �^�i p�iC qE1n5Nx15 8v FA i pMxING NUNBEP REv OPONO,MN 55381 � SGLE: �ESiGNEO: CNEO� 101010b C2 � , :,Q� ���:=� ���>o��r �soA�� � �a ���.g i - �> �np z��o�i � .co m m y mr y>�n NsnNZEJ . $�'P94m � � � �'�'9«N�➢S �os�zOC �5 � � J��rmmiv �AO�o� p��m$ �mm5mpv( Cl)Zm � °5 � p �mt�y� R�yy¢ � y�m20m� ~� 2S `7��fi z �G u\ u oa � A� sm �c b ���h� �� �nD O� �� �'���pn� _< �`�g�b �' 3 a - E`1� V .O/� o ` ' i�V v�3 3 �a-Nfn ��y n ZT D / Z ��irn� ��� � N � ox '� � � �� ' �� � > g" �1^ " Fm — ,'� L _ W � m� \` o W -� � �' ' � m� �� �� �\ ' �' � 2 �o -:�� � mm � �� � � m 8 �I c v o - �.�c 9 �g o 1- `� Nn ��y � ��N "�,A a �N= 0�8 � ny Z � _ �<� i� � a�g zp �y� _ T � �--- II aopA z �� �oR m . �3v�f � �D A � m Y c I o _t,. � �'-� x � I � y \ � ci O n D= Z \\ 05 �� � �� _ � . im �y 3 � ��_ . � '�y L�u� ,. > � � m� � z 2 -� o+ N o '��`'��� A R m � O A"PANEL � - o / LXI BLE�RAC [ E%IStlu� iFLCO :x15'ING iELCC � , -�� � _ �� �, �- ; m � � _ N � �' i�� ' �� � m � �soo �^ i�o _ � � � $� � i�� �. i ���� - 0 0 � ' a � ao i � � y�o8 - ���^ � ,I, � o�� � �a� / � � � ;o � I I �"�'�� o ���� � � � � � �a "a"'vn�i �o' o � %o o r�i.A CysF�' v, �9�A � 'I II I y � 2 O�� m n m m � o ���� � � > 5 F ; r y ao � m � 3 C � �. II I Z � p N O ZO � y > Y n 1� � ms � � 9 � � � Z � v � � C y C � O \ m y A O r � Z � � � m n � �1 � � = 7 m o ~ Z = � '" ^ - � � � 2 � � m � r N� � (J)E%ISTMG U4TS 850/1970 nN�CNNAS, (I) PEH SECTOk,(3) TOTnL (}�[XISiIV,^,GSM BSC/1900 ANTENNAS,(1J PER SE�T(1R,(3) i_%IS?MG 04Ni—__.._. TOiAL - A�T�NNAS(�`!F'_, I OTH'R CnRR��_R) (3)PROPOSED�TE 700/AN5 MITENNAS,(7)PER SECTOR, I (3)TOTAL � � � I I �� EXISTING FC12 SIING': � PHOiLCTOft MOUNTED i0 I� i� TOI'OF TOWER LEG , S�CTOR GAVMA SECTOR CJJAlAA '� �n�: (3)PROPOSED PIPE- ,r�:\ I�� � � MOUNTS SEE SMEET Sl ��,� o. � -—__ m; (FOR DETNLS) �`h�� I f1 _' � _ G- :._` i N E%ISTING FC1)SU�G�- -� C (j)E%ISTING DC2'S MOUNTEO � � ?ROTECTOR NOU�TED TO ON CATWAIK fIANORAIL,(I) TOP OF TOWCR LCG TO PE4 SCCTOR,(3J TOTAL TO �� p REMNN (3)E%ISTINf�f.J'S MOIINTEO— RENNN ON CATWAIK 11AN�RAIL, (1J � PEH SFCiOH.(3)lOiAL � 90' U EXIS7iNG ANiENNAS � 9p (OTH_R CARRI�R) �� �GSM1 � 9v (E) � —CTE— W a WATER I ga (7J E%ISTINC]00 RRH'S M�ATER 90' � � (6)E%ISTMG TMA'S-� TOW'R �MT MOUNiED BEHIND LTE TOWER UMT r � BEHIND GSbI/UMiS �=CTOR ALPriA AV1tNNA5(1)PFR SFCTOR, SECTOR ALPHA ANTFNNAS, (2)PER (3) �OIAI.(C�ON�INAR: CI CION,(6) IOIAL TO MOUNIING WIIII SITI�.CM) tl I REMAIN i _ � � o D 8 81 _ 1-- � SLC10H[3CIA O SlC10H kiL1A a — \ � (l) fxiSi'v(:UM1S e'i0/�900 ��o�� ��3)EXISPNG 700 RRM'S 9EHIu�L�E ^'�ti?� '�-�(3)PROPOSEO AWS RRH'S 'Yf� AVTENNAS,(1)PER SfCTOR, (3) �ry� MOUMED BEHWD L7E n�ui�rvrv.as w vosinon }. (�) / �. TOTAL TO BE RELOGTED ONTO NEW ANiENNAS, (7)PER SECTOR. VLH SL�Ci0�2. C})iGiA_TO PIPE MOUNT � REAINN M30UN�T NC(WfT�DREACAI) � (3)EX�SIiIvG GSM 850�1900 ANILNNAS, (I) °ER SEC'OR, (3) (3)EXISiING LTE 70U (3)PROPOSED L1E 700�AW5 t0(AL TO REMNN AN1tNNA5, (1)PEk SfCTo�, AMENNAS MOUNTED ON NEW (3)TOTAL TO BE REMOVED PIPE MWNTS,(7)PER WITM PIPE MOUM SECTOR,(3)TOTAL (COORDINATE MWNfING WRH SITE CIA) I I A STRUCTUR�L ANM.YSIS OF TMIS WATER TOWER WAS NOT PERFORMED BV I HEREBY CERnFY THAT THIS PIAN, VELOGTEL,INC.CONTRACTOR$HALL SPEpFICAnON,OR REPORT wAS REFER TO STF2UCTURAL ANALV515 . N •CONTRACTOR TO REFER TO FINAL RF CONFlGURATION PRIOR TO CONSfRUCTION. PREPARE�BY ME OR UNDER MY QF APPLICABI..E)MID COORDINATE � OiRECT SUPERNSION ANO THAT I ANTENNA NID ASSOCIATED EQUIPAIENT Au A DULY LICENSF.0 AIOUNTING WITH Tl1E SRE PROFESSIONPL ENpNEER VNDER CONSTRUCTION AIANAGER RPPROXIA1AiE RPPRO%IMAIL THE uW5 OF ME STAIE OF /�p TME TOWER OWNER. TRUE iRUE MINNESOTA. NORiH N�1�� aecisrnnnon r+o..iw♦ PROPOSED TOWF.R pA� ,��L�� / F.LEVAT[ON 1 EXISTING ANTENNA FRAME DETAIL 2 PROPOSED ANTENNA FItAME DETAIL 3 2 O)/]J/15 RE�1Sm vQ1 CONMEMS 1'S 43 NAME ��LIAIA PAN K 7701 AMERICANBLVDEAST SITE NO.MNL01190 � a5/4i/t5 a�sco aER muu[Hrs K �_ - ELEVATION VIEW �� �velocirelm SUITEFte u))) e�{�Q�{ HWV51 AND15 B�5/19/15 asum roe car+sreucnarv n uz - BLOOMINOTON,MN 55425 � q`K` �MAFKET POINTE DRNE oa/s�/�s rssuco ron a�+[w sw u2 &RF DETAILS SIGNnTURE BLOOMINGTON,MN 65a95 FA#10104030 y�. 42 _ 952-844-1858(MAIN) i MOBILITY n a./is/i5 rssueo roa aen�v camp ete wlre ass solutlons 952-844-1508(FAXI � 234581AINEAVENUE p WrE AE�+5bx5 Br Cw� Fn qUwINC NU48ER REv -� ORONO,MN SS391 SCUL' OESIGNEO: ECNED�.- �OlO�Ob p � PROPOSED ANTENNA CONFIGURATION ANO CABLE SCHEDULE SUPPLIE�9Y ATkT WIRELE55, FROM RF GONFIG DATE�05/13�2015,BY CORY W TMOMAS SECTOR POS TECH ANTENNA ANTENNA �AZIMUTH TMA/RRU DC SURGE CABLE TYPE CABLE DOWNTILTS HEIGHT AND DISTRIBUTION LENGTH 1 GSM 850�1900 80010766 (X) 90' (t)TT19-OBBP117-001 (%) (1) DCZ-48-60-0-9E (X) 0',0-(E)0'(M) ___. ._._'_'________' ' __ . ..__ _ ..__..___________ (1) FIBER ____.._ 2 LTE 700�AWS HPA-65R-BUU-H8 (N) 90. (7) RRH2X40W-07AT (%) (0.40") (%) 1',1'(E) 0'(M) � q 125' AGL _��) RRH2X40_AWS+RDEM (N) .__...__________'______ ___"'_______ _______ . - 3 UMTS 850�1900 80010766 (X) 90' (1) TT19-088P111-001 (X) (7) FC12-PC6-10E (X) 2',0'(E) 0'(M) � ) _""________ _____.__ ______'_________'_______ 255' N �k 4 t LTE 700�AWS HPA-65R-BUU-H8 (N) Z�a. (1) RRH2X40W-07A7 (%) 2�,2'(E) 0"(M) _(1) RRH2X40-ANS+RDEM (NJ ��� DC2-48-60-0-9E (%) __' __"___--___"______ ______________._...____ ... ______ ______. . .-______ 2 GSM 850�1900 80010766 (%) 210' (1) TT19-088Pi17-001 (X) 0',0'(E) 0'(M) (1) DC TRUNK B ____.. ..-_'_'___...-____ _____________...'___"" 125� AGL ______ '___'._.-__ __...__ ___________'_ 3 UMTS 850�1900 80010766 (X) 210' (1) TT19-088P171-001 (%) (082' (x� 2',0'(E) 0'(M) 4 (1) RRH2%40W-07AT (%) (1) OC TRUNK 1 LTE 700�AWS HPA-65R-BUU-H4 (N) 330' ��� RRH2X40-AWS+RDEA/ (N) (0.82") (N) 5�,5'(E)0'(M) -- -------- - - - --- ------------ —_--- - ------ (i) ocz-ae-sa-o-se (x) is5 (x) ---- z cSM asa/isoo eoo�o�e+ (x) J30' (1)TT19-08BP171-001 (x) o•,o•(e) o•(u) G ___' _____' _'_________..___'___"____ 125'AGL __"_.-______ ___'_________ 3 UMTS 850�7900 80010764 (X) 330' (1) TT19-OBBP111-001 (X) ��p� �_s�g�� 2',0'(E) 0'(M) .__________ _ . _______ COAX (X) 4 * INCLUDES SAFETY FACTOR OF 20 FT. (70 FT. AT BOTH ENDS OF CABLE RUN) (N) = NEW CONTRACTOR TO VERIFY RF DATA WITH AT&T WIRELESS CONSTRUCTION (X) = EXISTING MANAGER AND/OR RF ENGINEER PRIOR TO INSTALLATION. (xa) = exisnrvc/RE�ocnTEo . (E) = ELECTRICAL (AI) = MECHANICAL I HEREB"CERTIFY THAT iH15 PLAN, SPECIFlCAi10N.OR REPORT WAS PREPqREO BY NE OR UNDER MY DIRECT SUPERNSION ANO TMAT I AM A DU�Y IJCENSED PROFESSIqJAL ENCINEER UNDER iHE lANS OF THE STAIf OF MINNESOTA. REGIS7RATION N0.410}4 x.•w•w�:rrts CA[3LE CONFIGURATION DETAIL 1 \iV OATE �I��r� �1'.t)'sCxLMS — z a�,��„5 R��o PER�NUE��s n w� - qNTENNA& NMIE ���IAM PANEK 1701 AMEf11CANBLV�EA$T SITE NO.MNL01190 �45/11/15 RENYO PER CONYEMS YS M3 - ��"��-�_ ' �velocirel• SUI7E#I6 � �}O} HWY51 AND15 °as/is/is issum raa co�rv�srr+�c*mn .s uz CABLE BLOOMINGTON,MN 55926 �p�� 4300 MARKET POINTE DflIVE e o�/v/�s weo va sw uz SIGNATUR BLOOMINGTON,MN55435 FA#10704030 o�/ie/is rssucoroa�ncw sv uz - CONFIGURATION 952-944-iBSB(MAIN) MOBILITY COTplI@ WIfBIBL6 SoIUIIOnf g52-914-750fi(FA%) � 230.5BlAINEAVENVE a� q�SqNS BT CMK P' DRnwINCHUMeER RfV = _, OPONO,MN 55391 �O�oaO]0 p.1 scLLc: ocsirnco: cntcnco:- � _ i __� MMlUFACNRER:ALCATEL-LUCEN� Af.�ENNA pART��BSA REiC200 i MODEL:RRM2v40-ANS+RDEY � MEIGMT'P5� LENGiH:8� N9DTH: 15' WIDTH:5' i -_-- � DEPTH: 9' OEPTM:2' � ___ I WEIGHT: 47.6 LBS i WEICHT: 1.5 Ibe. � .._� OPTIONAL OOWNTILT I ----' �n �g• BRACNEf(FOR USE c-- H -_ X-�----�- � --- ONIY WHEN MECNANIGL --— � DONMTILT IS REQUIRED) , � ^�1 �^ -- ' m ; � vl.�..l'T � � I FPONT � ' E%ISTING PIPE -- ml... � AIOUNT �� ___. "'`'°�""�'""� AWS RRH UNIT 7 ;;;J°�s�"'� NOT USF.D 8 �i4ir scxc:ms •ir uxc:rrts 5" REf(REMOiE� �' ELEC7RIG1 TIIT) - SYSTEAI �o� �.. - � W � RF- 160'/ ''�. CONNECTORS -- �� �� I '••"'°•s`"'"s NOT USED 5 ��'ue•scrc ers NOT USEll 6 '°"0��'"rs ANT�NNA MOUNT DF,TATI. 9 ';"�° �"rs RET LPD DETAIL 10 f f1A]'SC�lF:M19 'x1J'9GLLfl Nf9 111tT SG�aE:NR 'sCUL MS MANUFACNRER:CCI MMlUFACTURER:CCI PAfI�/:HPA-65R-BUU-MH PART/:HPA-85R-BW-H4 LENGTH:92.1' IENGTH:48' WIOTH: 14.8' WIOTH: 14.8" I OEPTH:7.4' �EPTM:9' I WEIGHT:73 IGs. WEICXT:39 Iba. J-1/4'9 0.0. �I M'TENNA MOUNTING PIPE �. �36•) �� _ __. �'�I RRM MOUMING- �, BRACKEf (ttP.) RRH �� ml � 1 ___ I Rf CONNECTORS RF CONNECTORS-'� I ��'b �'� NOT USF.D I � (TYP.6 PUCES) (IYP.6 PUCES) ��'•�T��� REFER TO R.F.SYSTEM I MEREBY CERTIFY TMAT TMIS PLAN, SCHEOULE FOR RRH SPECIFlCATION,OR REPORT W�S $PECS.B OUANTITIES. �'4� � Q O 9� O O O PREPARED BV ME OR UNDER AIV OIRECT SUPERH90N AND THAT 1 FlELD CA1 TO VERIFV � AM A DULY LICENSED IOCATION. 14.8' 74.8� I PROFESSIONAL ENpNEER UNDER '�I �I THE LAWS OF iHE STAIE OF MINNESOTA. I REGISTRATION N0.41034 a4•.x'scra[�rm z�•.x•s^xr,rm z4'.x•seuti xrs ��•.�a•wu:rm on� 7/r��r j,l ,.,,,•�,,,,s NOT USED 2 „•,,,•�,,,,s RRH ATTACHMENT 3 „•„,-�;",s ANTENNA llETAIL 4 „•,,,•�,,,s ANTENNA DETAIL 4 z o�/x�/is ac�+sEo vrn cour.cnrs rs uz v.��UnM PnNE 1�01 AMERICAN BLVO EAST SITE NO.MNL01190 i os/si/i5 acHsco Pn+couuEms n uz - N�,E `�' ��s,�a„5 55U���R��^� n u� - ANTENNA DETAILS �velocirelo SUITEx7e �1 e�}O} HWY51AND15 BLOOMINGTON,MN 65925 � � p�p�� ��MARKEf POINTE DRNE a at/zi/is iswco roe een[w sv uz SICNATURE �^'L'���� '--`� `�/J BLOOMINGTON,MN?SC35 FA#70104030 � y,A, _ 952-944-1858(MAIN) MOBILITY O!/�5/15 suEo�oR RMEW uZ c o m p e t e vi l r e e z s s o u t l o n s 052-944-1508(FA)() \�� 23a5 BLNNE AVENUE 0 a� R�SioNs BY Cnrc M Dn�vrtic NUMeER REV ORONO,MN 55391 SGLLE', OESIGNEO�. CNECNEO:- a0Y1 G � 3" X 3/4" CE�AR PICKETS I WITH DOG EAR STYLE BOARD 3" X 3/4" CEDAR OR TREATMENT PRESSURE TREATED LUMBER. 2" X 3" CEDAR BACKING RAIL OR �i OOG EAR SME BOARD END --{� 2" gaCTIONAMMITREDBRACESENDSCTOEFTHSNUGE � 2" X 3" PRESSURE TREATMENT. i �_ (3 PER SECTION) a 1 ��:I -i� _ I . (_.. \ ��i 4 X 4 X 12 PRESSURE J �I II I I TREATED POSTS (TP) i GUAGEA GATED �I ALUMINUM SCREW iYPE NAILS I I STEEL POST I (3 PER PICKET) t7YP� b� � _ �'� � N ^ � I Ii 1 i I I I � STEEL GATE KIT I DAG-60-3 BY HOOVER I ! -FINISHEO GRADE , � i � FENCE C0. OR EQUAL I N — �__— ._�� ..�.._. .—_ 'i %�\j� ___. .. ��������� � �� ! � . .'`V��� J� Z�� ���� / � � �/�/� � ������\��?� �/:�/� %'` ��%��%���v��� p� "���^�\��\��. �\�' j� I I I I I ATTACH WOOD FENCE �� �"- ' 2-6 FlNISHEO- 36�� I I I I I TO STEEL POSTS USING WOOD I I I I � ADAPTER CLAMPS-PART �J 11082, GRADE � _ � L J L J BY HOOVER FLNCE CO. OR EQUAL � � 12' GATE OPENING 4'" X 4" SOUARE . ._.. - _-- �--_._. PRESSURE TREATED INSTALL REVERSABIE POST. SET IN LWE HINGE LOCK PlA7E BOARD STYLE FENCE DETAIL (DOG EAR STYLE) wirH cnrE aosrs. wirH Pno�ocK NOT TO SCALE (BACK OF GATE) ❑FENCE DEfAIL BOARD STYLE SWING GATE — (DOG EAR STYLE� � NOT Ta SCAIf NOT TO SCALE REFERENCE NOTES: 1O CORNER, END OR PULI P057�'0 NOMINAL SCHEDULE 40 PIPE. FENCE NOTES: LINE POST: 2"0 SCHEDULE 40 PIPE, PER ASTM-F1083. LINE POSTS SHALL L FENCING MATERIALS SHALL BE GALVANIZED STEEL INSTALI FENCING O BE EQUALLY SPACEO AT MA%IMUM 10'-0'O.C. PER ASTM F-567. MEfAL MUSHROOM STOP INSIALL 2. OOUBLE SWiNG GATE SHALI BE PROU�DED WITH TUBULAR PLUNGER W/SLOT PARALLEL WITH CLOSED � O3 TOP RAIL h BRACE RAIL: 1 1/2'0 PIPE SCH. 40, PER ASTM-F1083. BAR, ONE LOCK HEEPER GUIDE,TWO LATCH FORKS,7W0 FORK ��S I CATCMES, ONE CATCH POR PLUNGER BAR AND 1W0 GATE STOPS O4 FABRIC: 9GA CORE WIRE SIZE 2'MESH, CONFORMING TO ASTM-A392. LOCATED AS DIRECTED BY THE ENGWEER. INSTALL SWING GATES PER ASTM F- 900. TIE WIRE: AIINIMUM 11 GA GALVANIZED STEEL AT POSTS AND RAILS A FINISHE�GRAD � O SINGLE WRAP OF FABRIC TIE AND AT TENSION WIRE BY HOG RINGS 3. IOCAL ORDINANCE OF BARBED WIRE PERMIT REQUIREMEM SHALL 8E - - - � i mI���— SPACED MAX. 24'INTERVALS. COMPLIED WITH IF REOUIRED. �I I_ i� �i I I I-�lI I�- O TENSION WIRE: 7 GA. GALVANIZED STEEL 4. POST, BRACES ANO GATE FRAMES SFULL BE SCHE�ULE 40 CONCREfE � II-��= '� � IL�I�Z (STANDARD WEIGHT) PIPE. SIZES SPECIFlEO Af2E NOMINAL DWdETER. -II I�--�II s"� a . II-�I O7 BARBED WIRE: DOUBLE STRAND TWISTED WIRE TO MATCH WRH FABR�C 12 I-III III III- GA, 4 PT. BAF2BS SPACEO ON APPRO%IMATELY 5'CEMERS. 5. POSTS, CAPS AND OTHER NECESSARY FENCE FlTTINGS SHA1L BE AS I_I_I,-,.�,I�'_, �7- I MANUFACTURED BY THE FENCE MANUFACNRER OR EOUAL. HINGES _I--�I`I=I I- ' __I I'T-T- I HEPE9Y CERn�Y iH�r THS P��N, 8 3 8�DIAGONAL R00 WITH GALVANRED STEEL TURNBUCKIE OR DIAGONAL SHALL BE OF GAWANIZED STEEL �� yµ- SPECIFlCAiION,OR REPORT W�S � �lll -.1m II I-I aaEvaam ev uE oR uNDER ur THREADED ROD. 6. POSTS SHALI BE EOUALLY SPACED (10' MAX O.CJ I.-T-�I I-I U-i I c:��; DIRECT SUPERNSION M!D iMAT I �u�ou�r ucfrvsEo O9 FENCE CORNER POST BRACE: 1 1�2" DIA. EACH CORNER EACH WAY. PROFESS�oNn�Er+GiNEEa uNDER 7. �L OPEN POSTS SHALL HAVE END-CAPS. � MUSHROOM STOP nrc�nws or n+E srn�oF uiNnEsau. 10 GATE POST 4"0 STANDARD GAUGE GATE POST. ❑FENCE DETAIL 2 NOT ro scAiE REqSTRATION N0.410]t 71 GATE FRAME: 2"¢ STANDARD GAUGE PIPE. � n07 io s�e - DAIE �I�-'Y/'� �0]/IJ/IS RFNSEO PfR C04MEMi5 T$ 4Z NAAIE �WAM PA�lEK 1701 AMERICAN BLVO EAST `�� SITE NO.MNL01190 � �3/Zi/i5 REytSED vEA cOuuEnts vS uI - �velocirel, SUITE#16 `,� at&t HWY51 AND15 °°°�,°��° �°E°�°R���^°� n M� FENCE DETAILS f -� I-� BLOOMINGTON,MN65925 � � ��KETPOIN7EDRIVE e a/n/is issuco fOP PfnEw sw uz SICNATVRE�/`�" � "/f BLOOMINGTON,MN 55935 FA#10104030 ete Wire ess co utlons 95z-e4s-tese(MAIN� / MOBILITY n a/is/is ISSUEO FOF RENEW sw uz - c o m p 852-844-1508 F �� 2345 aLAINE AVENUE (� WTE PENSIONS BY pIX G' •i ORAMINC NVIABER flEV � . ORONO,MN 55391 SCALE: OES�GNEO: Q1EC�tEO'.- ��b � Z V - � 3/18 �SIDES E%IST7NG — CAIWALK _ 7/i6 ..__- _ .____._ . \ . L6%4X1/4 B"(lL� I 2.5'PIPE LENGTH AS � � RE0�0.COORD W/ E%ISTING ANTENNA MANUFACfURER �FACE OF 7ANN , NEW Bf7ACE, ��, SEE 1/S1 ' 3/8'STIFF e IXISTINC h PROPOSED RRH'S ___ __�,W7ENNA � SEE CML _. . . ._._.� 4�Exisnnc " "" I rur+orw� uao aosr PROPOSED ANiENNA I HAROWME(BY OTMERS) I I +'-+_'___.—''___.— F'_T. I � I 2�-a� a + i- y� a + + + ' + + +� I EXISIING CATWAIX (V���) ti EXISi1NG� �q �- �i� �� r�cE oF ry�o.� \ �1 7,p����qqq+ + + + i- + i �I i �i TANH h '��) (�O� + + + �- I E%I5TIN0 5.5'r1/B`TOE f2 �- } .�' y� q+ + + + + + /—\ CATWALN i� 1- -#- \ q / p + + + 1 i ia�-o m�� + -r + i- \ a [�xisnnc / / + + + + � �� (����F�) + + + + \ p �Tw'�7 q /+ + + + + i + i- -F \ �, p / + + + + + /1ev- � + + �- \ a y / + + � i + + + + + \ g ,--+5'--`g / + i + + + + i � � � � �� + + + (Z)L2X2%1/4 1� �fi + + + i i- i � Q `' / L4 BELOW. + } COPE AS REQUIREU I _ -- - -_ _ SEE 1/51—+ + +- i e a/s•x a•x s• -t-+ i i \ 9 q / W/(�)-a/e"eou - - ' -- --- -- i TYP.(2)PUCES /j -- -�--- E%ISTING 5.5'v3/B'TOE eJ 7 1 W,SEE 1/Sl /�`�TENNA MOUNiING � PIPB MOUNT ELlV. Piae,see i/st I I HEREBY CERPFY iHAT TMIS PLAN, �— �� I SPECIFICATION,OR REPORT WAS PREPARE�BY ME OR UNDER MY ! �IRECT SUPERNSION ANO iHAT I ��L��� � AM A OULY LICENSED �� � PROfESSIONAL ENGYNEER UNDER � hIE LANS OF RiE SiATE OF � MINNESOTA. I REGISTRATON N0.410}4 DATE `t�+-��'� PIPE MOi7NT DETAII. 1 1 O)/]]/15 RENSEO PEA WUNENfS 15 YZ NAIAE �LL1AM PANEK 1707 AMERICANBLV�EPST SITE NO.MNL01190 �a5/]i/15 ften5E0 vEn mrauEnlS n u= - p/pE MOUNT SECTIONS velociref SURE x16 � �}O� HWY 51 AND 15 A o3/ie/is issum roa consraucnon n uz Jq� A300 MARKEf POINTE DRIVE e a,n,,5 ,�s��,aq R��, � M� AND DETAILS SIGNATURE� "`-" — BLOOMINOTON,MN 55425 �� �Q� gLOOMINdTON,MN 55435 FA#10104030 � ss2-s4a-tasa(MniN) i MOBILITY oyis�is issum raq Aenex sw uz - comp ata vrlro ofs so utlons g�.944-1506 �� 23a5BVJNEAVENUE �� 0 WiE NMSIONS BV CKK P' �A/ DRAWING MVAIBER REY _ ORONO,MN 55391 101010]0 81 � SG4E: OESN'.NED'. 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INSTALLED BY GENERIL STANDMO nNDREW CONTRACTOR GROUND KR(TYP.) SEE NOTE BELOW. �� ME�m ME uC � PNTENNA CABLE �I � (TYP.) � � � O O O O O O O O O O O O O O O O O NOTE:NO O�ERUPPING W/SMERS I AIlOWEO ON�LL AIECHMIICJL Q C O O Q O O O O O O O O O Q O O O O /2 AWG--- CONNECTIONS. �� MF VS jyp�_y$ j�j I�� J CFEEN STRANDED O O O O O O O O O O O O COPPER GROUNO BAR �(�j� I .... // (COIJIRACTOR � V � � I �'. �� Q / SUPPLIED) 21'. _.___ 4 i AUIN GROUND LEAD TO BE �I �y ylp[,�g ,��, d4 SOL10 TNNEO COPPER � TO GROUND RING(SRE NO . DEPENDEM-TBO) �{2 SOII�BARE TINNED DO NOT INSTALL CABLE GROUND KR AT A BEND ALWAYS NOIE: C/�WELD T'PES'SHOWN ABOVE ME � COPPER WIRE CADwEID DIRECT GROUND WIRE OOwN TO COA%ISOUTEO GROUNO BAR (TYPE-GL) NOTE:NO OVERLAPPWG WASHERS E%AMPlES-CONSULT WRM PRQIECT MANAGER Al10WED ON PLL MECMANICAL EXfERN/�L(CIGBE). FOR SPECIFlC TYPES OF GDWELDS TO BE USED CONNECTIONS. fOR TNIS PRQIECT. 2'�`�" �ur"'rs CONNECTION OF GROUND WIRES TO GROUNDING BARS � s�•.ae•scuc rrts t�4n•scut:Krs 2 x•ue'scuF:ms 1f1i1)'SCN£:M9 EQU[PMENT GROUND CONNECTION 1 (TOWER/MONOPOL�/ROOFTOP) ,,.,,,.�,,,,s CADWELD DETAILS 3 NOTE: NOTE:ALL INOOOR LUCS REOUIRE INSPECTION GROUNOING ANO WINDOWS.OUTDOOR WGS DO NOT POWER MECHANCICAI REQUIRE INSPEC110N WINDONS. FRON COAX G,�OUND KR CONNECTIONS nRE � �� �-� REOUIREO TO HA�£ ' IN ANTI-O%IDATION COMPoUND NOTE:NO QVERLAPPING WASHERS ALLOWED ON ALL AIECHNJICAL 3/8'pAMEfER --- --TW'0 MOLE COPPER I CONNECTIONS. STAINlE55 STEEI BOLT, COMPRESSION 7YPE i ?��.__�, NUT AND WASHERS GROUNO lUC cnE�cttOUND KR— I -COAX P�RT O O QO(� O �O O �O) OOO OOO� OC� � �O �r1ieNNA Cnei.c � O O O O O GROUND 6M OR /2 GROUND WEATHERPROOFlNG KR�-- � EOUIPNEHf-- CONDUCTOR �H'MIN BENO _ _ _ RAOIUS --(2)�2 AWG SOLJD 86 AwG SfRM1DED COPPER nNNEO COPPER GRWN�N7RE(GROUNDED TO CROUND LEADS CROUNO BAR)(STNIDMD I ' EXdiHERMICALLY NOTE:NO OVERLFP%NG WASHERS 7� 'NELDED TO GROUND ALLOWED ON A�L MECfUNICAL GROUNDING Kfl) -- - �� BAR AND ROUTED OOWN CONNECTIONS. TO EOUIPAIENT/SHELTER CROUNO RINC IN LIOUIDTRE I HEREBY CERPFY THAT TNIS PUN, NON-HEfALLIC CANDUR $PEqFICATON,OR REPORT WAS PREPMED BY ME OR UNDER MY �fQjE; NOTEc: DIRECT SUPERNSIOt/AND TNAT 1 pp NOT INSTALL G�BLE GROUNO NIT AT A BENO 1. 7.MAIN GROUN�BU55 BAR IS LOCATED NA A DULY uCENSE� AND ILWAYS DIRECT GROUND WIRE DOWN TO BELOW COA%ENTRY PORT OR BELOW COAX PROFESSIONAL ENGtNEER UNOER GROUNO BNt. AT EN�OF ICE BRIDGE FOR OUTDOOR TME lAWS OF THE STATE OF EOUIPYENf. MINNESOTA. REGISTRAiION N0.11031 ;;';°��`"`"rs GROUND BAR DETAIL 4 "�"6��`"M19 CAl3LE GROUND KIT CONNECTION TO ANTF.NNA CABLE 5 ',`Y° �"""`� MAIN GROUND BUSS BAR DETAIL 6 oniE �1�'�-y�'` ••r suu:rv�s iiln•scuc:rrts �•.n•scuE:r�s 3 0]/l3/15 PENSEO PEP C01WEN�5 YS 43 NAME MILLIAAI PANE 1]01 AMERICANBLVDEAST ,`J�, SITE NO.MNL01190 � oS/3i/I5 r+EwsEo PER CouNENts Y5 uz - �velocirell SU��*1e at8ct HWY51 AND16 0 05/i9/t5 S�Eo Foa�a�s����� n w= - GROUNDING DETAILS 0 4300 MARKET PqME DRNE e o�s� s 5wco roR A� SIGfiANRE •-^^ BLOOMINGTON,MN 55425 � BLOOMINGTON,MN 55435 FA#10104030 � �� �' sw uz - ota wire ess eo utions es2-ea41e5s(MAiN� MOBILITY n a/is/u �sweo�aa arvicw sw uz - tomp 9�_99y�5��F�) � 234581AINEAVENUE Q �iE FMSi[w5 er <nK f�/ puwiHc n'VUBCR PEV �,-� ORONO,MN 55391 GLE: OE9Gf1E0' WECNED:- ����� � � ELECTRICAL SPECIFlCA710N: 1 AlL ELECTRICAL WORK SMALL BE COMPLEfEO IN ACCORDANCE WITH TME UTESi EDITION OF THE NATIONAL ELEGTRICAL CODE. 2.COMPLY WITN THE UTEST EDfT10N OF TME UNIFORM BUILDING CODE,THE REOUIRENEMS OF ILL MPLICABLE NUNICIPAL AND STATE COOES AND REGUUTIONS, AND If�ILIIY GUIOELINES. 3.PERFORM ALL VERIFlCATION,OBSERVATIONS,TESTING AND IXAMINATION OF WORK PRIOR TO THE ORDERING OF EIECTRICAL EOUIPIAEM PND THE ACTUAL CONSTRUCTION.ISSUE A WRITfEN NOTICE OF A1L FlNOINGS 70 THE CONSTftUCiION NANACER LSTING ALL MALFUNCTIONS,FAULTY EOUIPAIEM ANO OISCREPANGES. 1.IXJDERGROUNU CONOUfT SHALL BE RICID POLIMNYL CMLORIDE CONOUR: SCMEOULE 10,TYPE'CONFORMING TO UL MiICLE 851:WESTERN PLASTICS OR CARBON MANUFACTURER.COUPLINGS SMALL BE StJP-ON SOLVEP1r SEALE�T PIPE: � SOLVENT, WESiERN TYPE C0IAPATI&P WfiM P�ti WCT,ALL BENDS SHALL BE 70' YININUTA RADIUS. 5.ALL WIRING SMl�L BE STRANDED COPPER WITH MINIMUAI BOOV INSUUTION (UNLE55 OTHERWISE NOTED). 6.NEUTRAL SHALL BE COLOR CODEO,INSULATION SMALL BE CROSS-l1NKE0 PoLYETHYLENE. 7.CONiRACTOR TO CONTACT N.L UilLfilES FOR LOGATION OF UNOERGROUND SERVICES.SERJICE LOCATIONS TO BE COP6IRMED PRIOR TO coNsrnucnon. 8.THE CONTRACTOR IS RESPONSIBLE FOR ALL PERAIRTINC,FIIING,NJD FEES IN CONJUNCTION WITH THE PROJECT. 9.TME CONTRACTOR SHALL SCMEUUIE ALL NECESSARY INSPECTIONS WflH THE NOTE:NO OVERLAPPING WASHERS NOTE. PROPER AUTHORRIES AND INFORM CINGUL/Ji 74-HWRS IN ADVANCE./�1.L TCKEfS ILLOWED ON ALL AIECHANK:AI. a USE MCCHANiCAL CONNECTIONS oNLY. MlD INSPECTION VERIFlCAT70N5 N1LL BE SUBMITTED TO THE OVMER'S CONNECTIONS. REPRESEN�ATNE WRHIN 24-HOURS�F'fER THE INSPECTION F1AS TAKEN PLACE. o HOISTING GRIP io dl iNSTA�LLD[3F��W TOP CI20UND NIT. 70.ALL EOUIPMENT,WIRING,ANO MATERIALS AIUST HAVE A UL l}BEL TIE INTO E%ISTING EIECTRICNL SE(MCE pp� -GROUNDING 9US5 9AR AN!] 11.ALL WORK SHALL BE DONE BY OUALIFlED AND E%PERIENCED JOURNEYAIEN ANO AifAC�iMFNi KIT W�TH ISOLATORS NOTE:ALL PERFORMED IN A WORNMANLNCE MANNER ANO SHAIL PROCEEO IN AN ORDERLY 700 AAIP SUB FED 60LiFD TO ioWtR GROUNDINC AND AUNNER SO AS NOT TO MOLA UP THE PROGRESS OF THE PRQIECT. � POWER MECHANICAL 120/240 V, 1m, CONNECTIONS ME 12.THOROUGHLV iEST N.L LINES FEEOERS,EOUIPMEtf�,ANO OEVICES NiTH 3W'�R�� REOUIRED TO HAVE VOLTAGE —RF.fFR TO Sf.HEDULE ON WJ(IAIUN LO,�DS TO ASSURE PROPER OPERATION CON(GROUr+DiNG K�.1 AN ANTI-O%IOATION SMEEL HF-1 FOK COA%IK COAIPOUND /3.CONDUCTOR LENCTMS SHI�LL BE CONfINUOUS FROM TERMINATION TO M CABIE SI[ES ANO TERMINATION MITHOUT SPLICES 200A-7P APPRO%IMAif LENCiriS. -�GROUNO BnR BREAKER INSTALL GHCLNOINC FIT qTTACHED 70 ICE 71.PROJIDE PULL BO%ES WHERE SMOWN AND/IX7 NTIERE RE�UIftEO HY COOES AHOVE COAx 9END PHI�CE SJPFORT AND/OR UIILIN CONPANIES. r2��N�� / --GROJND�NG BJSS ///---200A TRANSFER RRH TO TOWER JUNPER CA3LE TOP GROUND BAR MD AiIAGHMENT 15.ALL CONWIT ROUGH IN SHALL BE COOROINATED WRH THE MECHANIGJ. / SWITCH/ HIT WRH ISOUIORS �EXISTING PDU CABMET EqUIPMEM TO AV�ID LOCATION CONFllCTS CONTRACTOR SHALL VERIFY ALL / DISTRIBlITION PANEI � BOLTED TO TOWEk EX'.STINC BBU CABINET LOCATIONS EMERGENCV EXISTING WCENT UMTS TRANSFER CENEftATOR RECP. �C�.%IS1iNG �FXISTING GSM 18.Nl WIRES SHALL BE TAGGED AT ALL PULL BO%E5,J-BO%ES, I CABINET EOUIPMENT BOXES,AND GBINEfS WIIH MPROVED PL0.STIC TAGS. �R�� FlBER LOOP A41NET ENClOSURE 17.N.L BREM(ERS IN PANEL BOXES SHALI BE IDENTIFlED WITH TPE WRRTEN � a a I --. - . FXiSTiNG � 200A-2P MAIN UBELS NEATLY PtACED AIONG SIDE OF THE BRE/J(ER. BREANER I - -�� �Tt CAHIN�t 19.N.L FIRE RATED WALL AND ROOR PENEfRATIONS ME TO BE CAULKED AND 60/2 35/2 � SEALED WITH A FIRE RESISTANT CAULKING TO MNMNN THE INlEGRItt OF THE FlRE tS� 1 TO MAIN h �'�"'� O SFPARATION. �� �_ _ I � S EXTENSION BTS I I 18, UTIl1ZE SONN�ORN 1YPE NP-1 CAULKING FOR SEALING ALL IXTERIOR WALL Zo/ - 6oa � cnen+eTs � I ���Tb� TO UGHT(5) —{TO LTE CABINEfS k OUTLEfS (SPACE) (Sp�CE) � TO MICROWAVE - (5 D --��Funiae) +� �� (NTURE) ISPACE __- - ,� . - _ ._ _ — _.�. TO GPS'MICRO-� , �� �l ITO OPTIONAL � � --T -l-� -1�—� . . (FUTURE (SPACE }�BTS CABINEfS � � � i i � F.LECTRICALSPECIFICATIONS �J I(FUTUREJ ------------ --\b-- ���a�'� ' ' _.._____ . _____� �� .._ -o _'__ -'-__�'� _._.______ .._"______ i HEREBY CERiIFV THAT t}115 PLAN, WAVE RA�IO SPECIFICATION,OR REPOFT W�S SYSTEM(FUiUREJ CND (2)�2 SOLID PARf��- PREPAREO BV NE OR UNDER MY TINNED COPPER 2 SOIID BARE NZ 50�1�BARE TINNED DIRECT SUPERViSION PND 7HAT I GROUM1'OINC LEA7S, iINNFO COPPER CO('!'ER GROUNOING AA1 A DULV�ICENSEO CADWELO(iW) GROUND RING. LEADS. (T'PICAL) I PROFESS'ONp1 ENGINEER UNDER • iHE LANS OF R/E STAIE OF MINNESOTA. REGISTRATION NO.41034 oA� 7��f�� ONF,LINE D[AGRAM 2 TOWER GROUNDING SCHEMATIC DIAGI2AM 1 2 O)/2]/15 REY15m PEA COHNENiS YS N2 SITE NO.MNL01190 � 05�=, � ��Eo�R��w� n M= GROUNDING AND i� NM1E �LLIAM PANEK 1701 AMERICAN BLVD EAST - � �velocirel• SUITEe18 � �j}S�} a300MARKETPOINTEDRNE HWV51AN015 aos/ie/i� ¢sueoroRcansrAuctror� n �� ELECTRICALDETAILS BLOOMINGTON,MN65a25 � qLp(l e oi/v/�s 6weowanenex sw uz SIGNANRE 952�940.7858 AIN BLOOMINCaTON,MN 550.% FA#10104030 /is rswED roa RE�+eN 5w uz ° Wire ass :o ut�on: M� 1 �� MOBILITY e o./ie - i � � �� camp o1B 852-844-1508(FNQ , 2345BlAINEAVENUE p' ��Y DGwiNG NuuBEn REY � ORONO,MN 55391 a'�E AEw5i0n5 HY CMK SGLE: OESGNEO: CXELNm:- 101012]0 p Z �=: at&t ■velocirel �- �`�. CONTENTS '1.. �'L��� . 1.0 - SUBJECT&SCOPE - 2.0-CODES&LOADING �i � 3.0-ASSUMPTIONS,ANALYSIS CRITERIA and METHOD 1 ' s i � 4.0 —CALCULATIONS AND OUTPUT �` ��x. � � �� ' f��� 5.0 -CONCLUSION � #�� y�3�,� ___ y.; A�� ���,� APPENDIX .�"�--.-"`� " ' z� ` ''��**r�;;r,�r�,'�+ A-CALCULATIONS, SOFTWARE OUTPUT AND PHOTOS _4 . r: +�,r . ,Y,�` :� r V,� x A � ,1,L��� �' -^s,r :, ;� :'„y t ., ,c �,�.ri�- . .., ,� . . 'G� � � .. - - yat � ��- �_ ` t � .t'o� ,yyY, . �[ -�} `w J i �y,a.a.�'�` ' �s ' . ?t'�.+.w,'S z ._.. _ . . . .� . STRUCTURAL ANALYSIS REPORT - Revision #1 WATER TANK AT&T Hwy 51 and 15 - MNL01190 FA #: 10104030 2345 Blaine Avenue Orono, MN 55391 v�to�;«t t�,�. Veloci[el Inc. ♦57(I Colunial Park ll�i�'c,Surtc 307�Rosa�ell,GA 3007��(770)(rl�-i900 oEficc�(%70)G-15-�9-13 fas 570 Colonial Park Drive,Suite 307�Roswell,GA 30075�(770)645-5900 office•(770)645-5943 fax Veloci[el Job#:204AA10104030L2•June 16,2015 1.0 SUB]ECT&SCOPE Existin Confi uration AT&T A urtenances Hei ht Antenna&TMA Mount Coax Fiber In accordance with AT&T's request, Velocitel performed a structural analysis to 125 ft (6)Kathrein 80010766 (9)Pipe mounts (12) 1 5/8" qualify the existing handrails and water tank at 2345 Blaine Avenue, Orono, MN (2 to be removed) attached to + 55391 for the proposed AT&T wireless telecommunications appurtenances. (3) Kathrein 80010764 handrail (1)DC Cable (1 to be removed) (3 to be + The existing AT&T antennas are currently mounted on the existing catwalk + replaced) (1)Fiber Cable handreil at a height of 125-ft above ground level. Velocitel understands the (6)TMAs + + existing tank to be approximately 143-ft tall, to have a tank capacity of 200,000 + Mounted to top (1)RET Cable gallons, and to be supported by (4) 24-in diameter legs. Velocitel was provided (3) 700 RRHs of tower legs and/or procured the following information for the existing installation: + (FC12) (3)DC2 Surge Suppressors • Structural Analysis Report prepared by Ulteig Engineers, Inc., dated June + 4,2003. 1 FC12 Fiber Power Connector • Structural Analysis Report prepared by Ulteig Engineers, Inc., dated July 26, 2011. Pro osed Confi uration AT&T A urtenances • Construction Drawings prepared by Ulteig Engineers, Inc., dated April 13, Hei ht Antenna&TMA Mount Coax/Fiber 2005. 125 ft (2)CCI HPA-65R-BUU-H8 (3)Pipe mounts (1)DC Cable • Construction Drawings prepared by Ulteig Engineers, Inc., dated ]une 24, (1)CCI HPA-65R-BUU-H4 attached to toe 2011. + plate and tank • RF Data Sheet Revision O1 prepared by AT&T,dated May 13, 2014. (3)AWS+RDEM RRHs shell • Tower Audit and Audit Photos,dated)uly 29, 2014. + Match existing The structural analysis is based on the information contained in these RRH documents. Final Confi uration of AT&T A urtenances The existing and proposed antennas are as follows: Hei ht Antenna&TMA Mount Coax/Fiber 125 ft (4) Kathrein 80010766 (6)Pipe mounts (12) 1 5/8" Existin Confi uration of A urtenances B Others (2) Kathrein 80010764 attached to + Carrier Antenna&TMA Mount Cables (2)CCI HPA-65R-BUU-H8 handrail (2)DC Cable Hei ht (1)CCI HPA-65R-BUU-H4 + + Unknown (1)20'Omni antenna Mounted to Unknown + (3)Pipe mounts (1) Fiber Cable (153-ft) handrail on top of (3) 700 RRHs attached to toe + tank (3)AWS+RDEM RRHs plate and tank (1) RET Cable Hennepin (1)Antel BCD 87010ND Omni (1)Pipe mount (1) 7/8" + shell County antenna attached to (3) DC2 Surge Suppressors + 125-ft handrail + Mounted to top Verizon (6)CSS X7C-880-0 (6) Pipe mounts (12) 1 5/8" (1)FC12 Fiber Power Connector of tower legs (114-ft (6)Amphenol WBX065X17M050 attached tower FC12 2-in) + legs (6)TMAs + 6 RRUS Velocitel Inc. Vebcitcl Inc. ♦570 Colomal Park Dn.�e,Suite 3071Ros-wcll,GA 30075�(770)bli-i900 of6ce�(7'0)CriSi9i3 fas ♦i70 Colonial Vark Drive.Swte 3071Roswell,GA 30075�(770)(r15-i9U0 office�(7?0)W�-i933 Ezx 1 2 � • 2.0 CODES AND LOADING The existing structure is considered to have adequate strength for the proposed loading if the existing structural members which will be used to support the The existing structure was analyzed according to the following: proposed platform are structuratly adequate per the current code criteria or the additions and alteretions to the existing structure do not increase the load in any • ASCE 7-05,as referenced in the 2007 Minnesota Building Code and the structural element by more than 5%or the lateral force in any structural element 2006 International Building Code,with the following loading parameters. by more than 10%. o Design 3-Second wind gust speed in Hennepin County, MN is 90 mph. 4.0 CALCULATIONS AND OUTPUT o Recommended ice load is 3/4" radial ice for the entire structure concurrent with 50 mph wind speed. Calculations and Software output for this analysis are provided in Appendix A of o Exposure Category C this report. o Occupancy Category IV; I„=1.15, IE=1.5,I,=1.25 • AISC Steel Construction Manual, 13`"Ed. 5.0 CONCWSION The following load combination was used to compare loads on the water tank. The existing and proposed antenna mounts and handrail members are found to The numbers in parenthesis denote ASCE 7-OS equation numbers. have adequate capacity for the proposed antenna loading. At the worst case, the handrail members are stressed to 74.2%of their respective capacities. D+ (W or 0.7E) (2.4.1.6) Please reference the latest construction drawings by Velocitel for details of the The following load combinations were used to analyze the existing handrail proposed pipe mounts. members.The numbers in parenthesis denote ASCE 7-OS equation numbers. The existing water tank is found to have adequate capacity for the proposed 1.2D+ 1.6W+ O.SL(2.3.2.4) antennas. The seismic loads, which control the design of the water tank, 1.2D+Wi +Di + O.SL(2.3.4.2) imparted on the water tank by the existing and proposed antennas and other appurtenances are less than 5% of the total loads on the tank itself, and thus no 3.0 ASSUMPTIONS,ANALYSIS CRITERIA and METHOD further overall analysis of the tank structure is required. The following design values are assumed for the existing catwalk handrail: Therefore, the proposed additions and alterations can be implemented as intended,with the conditions outlined in this report. - All steel pipe members are ASTM A53 with a yield stress of 35 ksi. - All other steel members are ASTM A36 with a yield stress of 36 ksi. The existing handrail structure was modeled with RISA-3D, a general-purpose 3- dimensional analysis and design program. This program has been devetoped to make the definition, solution and modification of 3D structural models, utilizing finite element solutions. Ice loads have been calculated for each existing and proposed appurtenance; however, it is assumed that the ice and wind on ice loads cases will not control over wind or seismic load cases for the design of the tank and for comparing loads. A single 200 Ib point live load is applied to the handrail per ASCE 7-OS Section 4.4.1. Velocitel Inc. Velodtel Inc. ♦570 Cobmal Pack llnve,Suite 307�Roswell,GA 30075�(770)lrli-59W ofhce�(7'O)G-15S9�3 Ea� •570 Colonial Pack Dm�e,Sutte 307�Roswell,GA 30075�(770)GS>-5900 office�(770)G�i5S943 faz 3 4 APPENDIX A The conclusions reached by Velocitel, Inc. in this report are only applicable for I CALCULATIONS,SOFTWARE OUTPUT AND PHOTOS the previously mentioned existing structural members supporting the proposed � telecommunication equipment cabinets and antennas. Any deviation of the I support, load and placement, etc. will requlre Velocitel to generate an additional � structural analysis. Further, no structural qualification is made or implied by this report for existing structural members not supporting the aforementioned telecommunication equipment. Velocitel will accept no liability due to � discrepancies between the as built drawing(s) and the as built condition of the ' structure. The contractor should inspect the condition of the existing structure, mounts and connections and notify Velocitel of any discrepancies and '! deficiencies. If you have any questions or concems regarding the contents or results of the I� report, please feel free to contact Alex Bragg, E.I.T. with Velocitel a[ 770-645- � 5900 x101. I Very truly yours, I Velocitel,Inc. I hereby certify[hat Ihis pinn,speciTication,or report was prepxred 6y me or under my dlrect supervislon nnd ihxt I mm � duly Iicensed professionxl engineer under the Inws of the State of Minnesotn. � Dete�06/f6/IS � Reg.No.50235 � i� . _.....__'-- i (l- I Neal Turbow I i Velodrel Inc. ♦570 Coloniai Pazk Unve,Stite 3071Roswell,GA 30075�(170)(4�-59W oCfice�(770)6455943 fax 5 � • �• . �� � � �r yw� a ��G��� �..rYlr � �'� �������, 44 =,�t�r r�'tf a � , — � y����� . . . '"�*..9;`�r"`��' ! 1 ' ;.�� �� ,:; ��r, r�,�r a ��;�� �-��(„" ��'�.��`~•,� t X� A � -�i�. '°�ro ui �r'� +,. z �''.�ti '!� �' s � 4' :� h i . . � � �� Z �}µ�h.��iri��t' rt J' 1 . �� '�.IMXv r.n.�' . ,..+4 q '� o�� . I,�� D' . . G1 ,��. �� S � 2 - C ��tF 7 r� '°� i, � � m � } r^ � A��.�,,.;�, � � � Z ,,j�x v � � �++�w;� ,m�,,,;;�,�,��;:� �' NO`r'�'eE�v a ,„; �� � � u"�� a��'�x��,� '� 1 0 1 Z w�g�,T�€y'��'Fi` c$ j = `� r 5 � :A�„„:�. . . �tlfl .EY M . y 5 /��, C� y Z „Tl'C„'� t } 7.. »i".' ' ,� �,.�� Z!�s `� ��t __�m��+ �. 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Site Id:10104030 ;�.:�.'..,.. ,......., . . ;.: A)-PURPOSE B)-LOADS The purpose of these calculations is to qual'rfy the existing handrail members and the water tank 1)-Dead Loads for the proposed ATBT appurtenances located at: ForAoourtenances: 2345 Blaine Avenue,Orono,MN 55391 Existing Appurtenances(Verizon): Reference: Structural Malysis Report by Ulteig Engineers,Inc.,dated 06/03/03 (6)CSS X7C-880-0 antennas,weighing 37 Ibs each Structural Analysis Report by Ulteig Engineers,Inc.,dated 07/26/11 (6)Amphenol WBX065X17M050 antennas,weighing 14.1 Ibs each Construction Drawings by Ulteig Engineers,Inc.,dated 04/13/05 (6)TMAs,weighing approximately 15 Ibs each Construction Drawings by Ulteig Engineers,Inc.,dated 06/24/11 (6)RRUs,weighing approximately 50 Ibs each (12)1 5/8"coax,weighing 0.82 plf �,....� - ..,�. w.:... 6cisting Appurtenances(Counry): j Y � _ __.�____.._._._...._....'__"_. . ..... .� (1)Antel BCD 87010 ND OmniMtenna,weighing 26.5 Ibs i (1)7/8"coax,weighing 0.36 plf � I Existing Appurtenances(Unknown): �� __ . . ,^" (1)20'Omni antenna,weighing approximately SO lbs ^� ' ,�, i �„� Existing Appurtenances(AT&T): K.�r.��....s � j ' : (6)Kathrein 80010766 antennas,weighing 61]Ibs each(2 to be removed) I x�; i' � i (2)Kathrein 80010764 antennas,weighing 40.8 Ibs each(1 to be removed) �i � ' �? (6)TT19-086P111-001 TMAs,weighing 17.4 Ibs each J� � : � ?� (3)700 MHz RRHs,weighing 40 Ibs each I k �� _� � (3)DC2 Surge Supressors,weighing 16 Ibs each � \ � i' '' � (1)FC12 Fiber Box,weighing 201bs f: � � I� � (2)DC Power Cable,weighing 0.62 plf C0"" �°"� '� �� I' � � (1)Fiber Cable,weighing 0.091 plf ,„*,""s I; ��`�' �, 5 (12)1 5/S"coax,weighing 0.82 plf I 1��., �i ai (1)R E T Ca b le,weig hing 0.1 2 p l f %�iM�� n;g � a' � Proposed Appurtenances(AT&T): �.�� ae�p2.irwnu I� . . Y. ����^� ^� "�1,��� _��lI�� � � •!' �' (4)CCI HPA-65R-BUU-H8 antennas,weighing 68 Ibs each i'"� (2)CCI HPA-65R-BUU-H4 antennas,weighing 34 Ibs each ' i (3)AWS+RDEM RRHs,weighing 47.6 Ibs each r�.rr,rx>+c i I i i� i�! . ��. ao,xrx�nwar � . .�' i� ,, � : ���R�' J� � �; I � � , , , ; . , � � �.� � � � ,. __ _ _ __ _�� � K'S7 E�EVn'IOf. Velocdel Job#:204AA10104030L2 Subject Structural Analysis Veloatel Job#�.204AA70104030L2 Subject:Structural Analysis 1 of 24 By:AB 2 of 24 By:AB Date�6/16/2015 9�.36 AM Checked�.NT Date�6/162015 9:36 AM Checked:NT Client AT&T 570 Colonial Park Dr.Ste#307 ' Client AT&T 570 Colonial Park Dc Ste#307 ' Site Name:Hwy 51 AND 15 Roswell,GA 30075 ■ve oate Site Name-.Hwy 51 AND 15 Roswell,GA 30075 ■ve ocite Site Id:10104030 ���. .- .��� �. � Site Id:10104030 � - - 2)-�nd Load Reference.ASCE-7-05 xanci Occupancy Category: rv table 1 1 pg 3 wancl+zice -s.969 cf1Ce:=o.�s Velocity pressure xz:=i.32 sxp:=c table 63 pg 79 z exposure coeffident: ea� c C a� s o F n -s s.�11bf For V=50 m h Topographicfactor x�t:=1.o sed.6.57.2 pg.26 ci�ce =9� f,�e a ei�ce 902 a ci��e- P Wind directionality factor: �:=0.as table 6-4 For Existina AT&T Antenna(Kathrein 800107641: wt a0.e lbf an[2 - Basicwind speed: v:90 mph figure 6-t Hancz =ss.2 in Importance Factoc i:=1.15 table 6-1 pg 77 wancs:=i1.e in z z Antenna height(RAD center): h:=125 ft Dancz�=6�in Dc�- Wanc2 +Dancz Gust response factor G:=o.es sedion 6.5.8 pg 26 xanrz Hanez =4.678 Cp:=1.36 -=9.2 Cfside�=1.47 Velocitypressure: q�:_ O.o0256-x��K���lCd�v2�i�psf qi=26.76�psf (Eq6-15) Want2 Dantz No Ice: For Existina AT&T Antenna(Kath2in 800107661: Wtanei =6i.�lbf Fan[2�-9z'�''Cf'xant2�Want2 Fan[2side�-4z'�''�fside�Hant2"Dant2 Hant1:=96 in Fo�V=90 m h Fant2=139.91bf Fant2side=�6.89216f P Wanti=11.B�in 2 Z With 3/4"ice: Dan[1�=6�in Dc�- �`'ancl +Dantl Hantl Hancl Viceant2�-�'iCe��D�+iCe)�Har.c2 =8.136 Cf:=1.44 -=16 Cfside�-1�� 3 Want1 �anci Viceant2=3.306�ft H'eighticeant2�-Viceant2'S6pCf NQ��: weighticeantz=185.1521bf�antenna Fant1�-4z'C''Cf"Hantl�Wantl Fantlside�-qz'G'�fside'Hancl�Dant1 pani2ice�-�Want2+2iCe)�Hant2 Fant7=257.6216f Fantlside= 154.6481bf Fof V=90 R1Ph -6.166 ftZ Aant2ice- With 3/4"ice: Hantz ice:=0.75in =3.432 Cfice�-��7z Wan�y+2iCe iice:= 1.25 0.1 502 h 0.35 Fant2ice�-4z'G'�fice'Ant2ice" z Fant2ice-31.161bf ForV=50mph ice:=ice�2� �K�� �Iice 33 90 iCe=2.142�in Vicean[1�-T��iCe�(D�+iCe)-Hantl viceantl=5.75-ft3 Weighticeantl�-Viceanc1�56pcf Weighticeantl=322.0041bf�a�tBnne �ntlice�-(Wantl+2iCe)�Hantl 2 Aantlice=10.723ft Velocilel Job it�204AA70104030L2 Subject:Structurel Analysis Velocitel Job#:204AA10104030L2 Subjed:Structural Analysis 3 of 24 By:AB 4 of 24 By.AB Date�.6/1612015 9.36 AM Checked:NT Date�6/1612015 9:36 AM Checked:NT Client:ATBT 570 Colonial Park Dr.Ste#307 Client AT&T 570 Colonial Park Dc Ste a107 Site Name:Hwy 51 AND 15 Roswell,GA 30075 a Ve OCIr� Sile Name:Hwy 51 AND 15 Roswell,GA 30075 �Ve O�Ire Siteld�.10104030 .�.�_., ...� ....._ .. .. Siteld:10104030 .-,�-.�. _....:....:�..�.�.. .�:... Fof Proposed AT&T Antenna(HPA-65R-BUU-H81: wtane3:=681bf Aantaice`(H'anea+2ice� Hanca Hanc3:=92.4�in Hant4 Want3�= 14.8-in W +2iCe z'S15 Cfice�- 0.75 ant4 Dan[3:_�.4�in Dc�- F'ant32+Dant32 2 Hant3 Hant3 Fant4ice�-9z"G"CHce"Aan,aice� 50 Fantaice=33.491bf FO�V=50 rtlPh =6.243 Cf�.=1.39 -=12.486 Cfside�- 1�58 90Z want3 Dant3 ForExistina TT19-OSBP111-001 TMAs: wt;MAI:=v.nlbf No Ice: HTMA1:=9.9�in Fant3�-9z"G"Cf"Hanc3�`'�an[3 Fant3side�-4z�G"�fside�Hanc3"�ant3 F n 300.211bf F -170.6211bf FOf V=90 R1Ph WTMA1�=6.7�in a t3- an[3side- 2 2 �'1'MA1:=5.4�il7 Dc'- WTMA1 +�'I'MAl Wth 3!4"ice: HTMA1 HTMA1 Viceant3�-"R"iCe��D�+iCe)�Hant3 =1.478 Cp�= 1.31 -=1.833 Cfside�- 1.31 wTMAl �'CMAl Viceant3=6.725�ft3 Weighticeant3�-Viceant3'S6pcf NOIC2: Weighticeant3=376.6111bf�antBllflB F G�C H W F � G�C H TMA1�-Q2' f� TMA1� TMA1 TMAl9ide'-qz� fside� TMA1��1'MA1 paneaice�-�Wanca+2ice��Hanc3 FTMA1=13.721bf Fzmaiside=11.061bf FO�V=90 mph Hanc3 =4.842 Cfice�-��75 VVI�h 3/4'�IC2: `�an[3+2iC2 ViCeTMA1�-n'1C2�(D�+10E)'HTMA1 50z 3 Fant3ice�=4z�G��£ice�Aanc3ice� Z Fantaice=64.471bf FOf V=50 fnPh Vice'rnai=0.414�ft Weighticezmai�=V:ce'rnAi�56pcf 90 weighticeTrnni=23.20a lbf /antenna For Proposed ATBT Antenna(HPA-65R-BUU-H41: wtancQ:=3albf �rms�iice=(Wrnui+Zice� xTMal Hanta-=48�in HTMA1 =0.901 Cfice=0.70 wa��y:= 14.B�in wTMA1+2ice Danca:=9�in Dc�= Wanca2+Danca2 SOZ Han[4 Han[4 FTMAliCe�-�Iz�C'�CfiCe��'I'MAliCe'�2� FTMA7ice-3.711bf ForV=50mph -=3.243 Cf:= 1.34 -=5.333 Cfside�= 1.37 �90 Wanta �anta FOrExistinq 700 MHz RRH: Wt 401bf �oo ' No Ice: H7oo:=28.B-in Fant4�-4z��''Ct-Han[a-`�anta Fant4side�-4z��'��fside-Hanea-Danta W��p:=12.6�in Fa��y= 150.34 lbf Fancaside=93.4711bf Fof V=90 rtlPh 2 Z D�oo:=5.7�in Dc�- W�00 +D700 With 3!4"ice: H�oo H�oo -=2.286 Cp:=1.32 -=5.053 Cfside�= 1.37 Viceant9�-'R'iCe��D�+ice)�Han[4 w�oo D700 Viceanta=3.638�ft3 Weight:ceanta�=Viceanrq�56pcf F700�-4z�G�Cf'H700"w�0o F700side�=4z�G"�fside"H7o0�D�oo weighciceanea=Zo3.�531bf�aMenna F�po=75.651bf F�oosiae=35.5191bf For V=90 mph Velocitel Job#:204AA10104030L2 Subjecf Structural Analysis Velocitel Job#:204AA10104030L2 Suhject Structurel Analysis 5 of 24 By:AB 6 of 24 By AB Date:6/16/2015 9�36 AM Checked�NT Date�.611612015 936 AM Checked�.NT Clienf ATBT 570 Colonial Park Dr.Ste#307 ' Gient:ATBT 570 Colonial Park Dr.Ste%307 �ve ocire Site Name:Hwy 51 AND 15 Rosvrell,GA 30075 ■ve ocite Site Name:Hvry 51 AND 15 Roswell,GA 30075 Srte Id�.10104030 ... .. .... ... . �... Site Itl:�0104030 ... ...:: - �.. • :`. . VJith 3/4"ice: ForExistinq FC12: wtF�:=2o.351bf Vice�oo�='R�ice��D�+ice��H�pp HFc:= 15.5-in v- = 1.791�ft3 Wei hti Vi 56 cf Wp�-=16.125�in ice�00 9 ce700�- ce"l00" P Wei hti =100.3161bf /RRH DpC:=6.5625�in Dc� �^'eCz+�ecz 9 ce�00 A�OOice�-�W�00+2ice��H�pp HeC =0.961 C 1.3 Hec -2 362 C �-1.32 p= fside - 2 WFC DFC A7ooice=3.377 ft NO ICR: H700 FFC'-qz�C''Cf�HFC�WFC FFCside�-4z�G"Cfside�HFC�DFC =1.706 Cfice�=��� W�oo�zice Fec=51.321bf Fpcside=21.2051bf Fof V=90 mph With 3/4"ice: 502 ForV=50m h F�oaice�=4z����tice�A�ooice� z F�ooice=16.591bf P ViceFC�=n�ice��D�+ice��Hec 90 For Proposed AWS+RDEM RRH: wt 47.61bf °iceec=1.18 ft3 Weighticeec =�iceFc'S6pcf AWS'— xAWg:=zs�in weight1CeFc=66.o911bf �appurtenance WpWg:=15�in AFCice�-�WFC+2ice)�HeC 2 2 DAwS�-9�in Dc�- H'ww5 +DAwS AFCice-2.197 ftz HAWS HAWS HFC =1.667 C{:=1.31 -=2.778 CEside�=1.33 =0.759 C '-0.7 fice - WAWS �AWS Y7FC�21C2 Nolce: FAwS�-4z'C'��f�HAwS-�`'AWS FAWSside�-flz-G��fside�HAWS-DAWS `'�2 Fecice--4z-G-�fice�Afcice FFCice=10.791bf FOf V=SOfnph FpWg=77.58 lbf FpwSside-47.2611bf FOf V=90 rtlPh 90 Z With 3/4"ice: ForExistina DC2-48-60-0-9E: wtD�:=151bf V i ceAwS�-T��i Ce�(D�+ice)�Hpws � Hp�:=10.25�in Viceaws=1.912�ft3 Weighticeaws�=Viceraws'S6pcf W - 10.4�in DC - Weighticenws=107.OSS lbf �RRH -6.3�in D �- W 2+ z DDC�- c�- DC DDC AAwSice�-�WAWS+210E)'HAWS HD� HDC A -3.348 ftz WDC -0.986 Cf:=1.3 �c =1.627 Cfside�=1.31 AwSice- HAWS No Ice: =1.296 Cfice�-��� Wnws+2ice FDC--�1z'�'�Cf�HDC'wDC FDCside�-4z"G��fside'HDC��C 50 z FOC=21.891bf FDCside-13.361bf FOf V=90 fflPh FAwSice�-�Iz'G'Cfice�An.wSice"�2� FawSice= 16.451bf FOfV=50fllPh 90 Vebcitel Job#:204AA10104030L2 Subject Structural Analysis Velocitel Job#:204AA10104030L2 Subjecf.Struaural Analysis 7 of 24 By:AB 6 of 24 By AB Date:6/16/2015 936 AM Checked�NT Date:6/16/2015 936 AM Checketl:NT Client:ATBT 570 Colonial Park Dc Ste t307 Client AT&T 570 Colonial Park Or.Ste#307 Site Name�Hwy 51 AND 15 Roswen,GA 30075 ■ve ocite Site Name:Hvry 57 AND 15 Roswell,GA 30075 ■ve ocite Site Itl�10104030 .. .. �. .....:-. . .. �.._ Site Id:10104030 ............. _ ...,,�:::.�.;�-: With 3/4"ice: For Existinq 20'Omni antenna(Unknownl tID 153': Wtomn�z =SOlbf �icenc�_'��ice��D�+ice��xD� Kio:= 1.38 V� -0.571�ft3 Wei hti �-Vi 56 cf Homni2=ZOft iceDC- 9 ceDC�- ceDC' P Weightice�c=31.971bf /surge suppressor pomni2�= 3�in -�W +2ice� H Domni2 4z ADCice�- DC � �c -=1.293 2 ft psf ADCice=1.045 ft Homni2 HDc =80 Cp:=1.2 =0.698 Cfice�=��� Domni2 Wnc+2ice K \I 2 Fomni2�-9z�G'Cf"Domni2"Homni2'�Kz J=142.6561bfFOfV=90lflPh FDcice�-4z�G"Cfice�A�Cice'�50� F�cir_e=5.141bf FOfV=50 rtlPh �90 z For Existina CSS X7C-880-0 Antenna(Verizonl(�114.167': wta�cs:=3�lbf Kis:= 1.30 For Existina Antel BCD 87010 ND Omni ICountvl: weomn;l:=z5.slbf Homnii�=134in HancS`96�in �omnil�-z.6�in H'anc5�=12.S�in �ant5:=7.B�in Domnil 4z =1.121 HancS Hant5 ft psf -=7.68 Cp:=1.42 -=12.308 Cfside= 1.58 WantS DantS Hom�i1 =51.538 C -1.2 Kz I/Kz �omnil f� Fan[5�-�Iz�G�Cf�Han[5"`aan[S�Kz FancSside�-9z�G��fside"HantS�DantSl Kz No Ice: � � Fa��g=265.041bf FantSside= 184.021bf FOf V=90 fTlPh Fomnil�-9z�CT"Cf"Domnil�Homnii=66.0291bf FOf V=90 RiPh For Existinp Amqhenol WBXO65X17M050 Antenna(Verizonl(�714.167': wtancb:=1a.11bf With 3/4"ice: Aomnilice�=�'ice�(Domnil+ice) Hanc6�=54.7-in Wan[6�=6.2�in Homnii =19.465 Cfice�=1.08 Danc6�-2.��in Domni 1+2 ice Han[6 Hant6 502 =8-823 C{:=1.46 =20.259 Cfside�- 1.84 Fomnilice�-4z�G�Cfice���omnil+2ice�� 2 'Homnil Fomniiice-48�561bf WantS Danc6 K Ki 90 zs s Fant6�-�1z"C''CE�Hant6'WantS' - Fant6side�-qz"`'"Ctside'Hant6�Danc6' - Weighticeomnil�-Aomnilice�Homnil-56pCf Ky Ki Weighticeomnil=136.5831bf F =77.Ol lbf F -42.2681bf FOf V=90 R1Ph an[6 an[6side- Velocitel Job#�.204AA10104030L2 Subjecl-Swctural Analysis Vebcitel Job#:204AA10104030L2 Subject StrucWral Anatysis 9 0(24 By:AB 10 of 24 By.AB Date:6/16/2015 936 AM Checked:NT Date�.6/16l2015 9.36 AM Checked:NT Client:AT&T 570 Colonial Park Dr.Ste#307 ClienC AT&T 570 Colonial Park Dr.Ste%307 �ve ocire Site Name:Hwy 57 AND 15 Roswell,GA 30075 ■ve ocite Site Name�Hwy 57 AND 15 Roswell,GA 30075 Site Id:10104030 �.:_ .. ,:-....... . . Site Id:10104030 ..�....�.. -...., ....- ....:. For Existinq TMAs(Verizonl�114.167': wtTM,�:= 151bf For 2 7/2x2 1/2x114 angle top rail: xTMA2 = 10 in Wi[hout Ice: WTMp2:= 6�in Hang1�=6�ft �'1'MA2�=5�in Dangl�-2.5�in 2 2 HTMP.2 HTMA2 `^�angl:=2.5�in Dc�- wangl +�angl w = 1.667 Cf:=1.31 -=2 Cfside�-1.3z angl Tna2 D'CMA2 H =28.8 Cp:=2 I/Kzs1 I/Kzs1 Dangl FTMA2'-Qz'C'�Cf'HTMA2�WTMA2�I KZ J FTMA2Side'-Qz'C''Cfside'HTMA2'pl'MA2�I KZ J F'ang1�-4z'C'�Cf'Dangl � � F 12.23 lbf F -10.2661bf FOf V=90 RIPh Fang1=9.476�plf FOf V=90 ff1Ph Twz,z= Tna2siae- With 3/4"ice: For Existina RRU#1(Verizonl(�114.167': wtRR�l= solbf �nglice -Tr iCe���+ice� Y'RRU1'- 18�1R Hangl =10.613 Cfice�-0�88 WRRU7�-24'i� Wangl+2ice �ttaui�=6"ln / � I 502/ HeaU1 HRaU1 Fangiice�=4z����Eice��Dang1'�ice I 2 Fangiice=3.49�p1f ForV=50mph -=0.75 Cf:=1.3 -=3 Cfside�- 1�33 \90 H'RRUI �Ol Weighticeangl�-Aanglice'S6pCf f'RRU1�-4z'G'Cf'HRRU1'WRRU1 FRAUlside�-tr+z'C'�CfSide'HRRUI�DRRU1 F =88.7 lbf F =22.6851bf For V=90 mph weighticeangl=14.859-p1f RAU1 RR[1lside For2x2x3/S anale posts: For Existinq RRH#2(Verizonl(�114.167': wtRRuz-=so lbf Without Ice: �'RR[]2:=29-in Hy�gZ:=3.167�ft WRR�2�- 14�lIl =6�in Dang2�-z�in DRR[72� Wangz:=2�in D�:= Wan9�Z+Dan9�� HRRU2 HRRU2 =1.714 Cp:=1.31 -=4 Cfside�= 1.35 Hang2 h'RRU2 DRRU2 -=19.002 Cf:=1.8 F G C H W F G C H Dang2 RRU2�-9z' f� RRU2' RR[12 RRU2side�-�Iz' fside' RRU2'DRRU2 FgROz=69.521bf FggU2side=30.7021bf FOf V=90 fflPh Fang2�-4z'G�Cf"Dang2 FanqZ=6.82 3�plf FOf V=90 fflph Velocdel Job#:204AA10104030L2 Subject:Structural Analysis Velocitel Job#:204AA10104030L2 SubjecC Structurel Analysis 11 of 24 By:A8 12 of 24 By:AB Date:6/16l2015 9:36 AM Checked:NT Date�.6l76/2015 936 AM Checked�NT Client:AT&T 570 Colonial Park Dc Ste#307 Client:AT&T 570 Colonial Park Dr.Ste#307 Site Name:Hwy 51 AND 15 Roswell,GA 30075 ■ve ocite Site Name:Hv✓y 51 AND 15 Roswell,GA 30075 ■ve ocite Siteld:10104030 �.-.-�-��� .�•-- ���= Siteld:10104030 -r�-��-� -��•���• ����� --� With 3/4"ice: For5 1/2x3/8"toe plate: �ngzice�_'R�ice�(D�+ice) Without Ice: Han9� �y12:=6�ft H'angz+2ice —6.048 Cfice�-��78 DPlp:=5.5�in 2 Wp12:=0.375�in Dc�- Wp122+�p122 50 Fang2ice�-4z�G"Cfice���ang2+2ice'� 2 Fan9zice=2�B7�Plf FOfV=50fflph HPiy 90 =13.091 Cf:=1.6 Dp12 Weighticeang��-Aana2ice'S6pcf Weighticeang�=13.008�p1f Fpl2�-4z'G"�f�Dp12 For 2 3/4x3/8"fflld fall: FP12 = 16.678 plf For V=90 mph With 3/4"ice: Without Ice: HP11:=6�ft Apl2ice�-��ice��D�+ice) Dp11�=2.75�in Hplz Z 2 =7.359 Cfice�=0.81 Wp11:=0.375�in Dc�- Wpli ��pll DP12+2ice H 11 Z`I �pll 26.182 Cf'=2 Fpl2ice�-4z"G"�fice"�Dp12+2iCe�� 502 J FP12ice-4�64�plf FOf V=50 rtlPh 90 Fp11�=9z'G'Cf'Dpll Weighticepl2�=pplzice�56pcf FPll=10.424�p1f For V=90 mph weight_�eplz=20.033�p1f VNth 3/4"ice: Forexistinq 2"STD Pipe: wtP�pel:=3.55p1f Apii1Ce:="R'ice��D�+ice� Nolce: �pll Hpipel:=B�ft =10.236 Cfice�-��87 �—2.375�in Dp11+2ice Dpipe7�— /I Z\I Dpipel 9z F GC +2ice��l 50 I F —3.SS�plf FofV=50m h ft —=1.024 pliice�-4z' fice"�Dpll I 2 I pllice— P psf �90 � Hpipei Weighticepll�—Ap:lice�56pcf ` =40.421 Cf:= 1.2 �Dpipel� Weighticepll=12.87�p1f Fpipel�-9z�G�Cf��piPei=s.ao1-plf ForV=90 mph Vebcdel Job#�.204AA10104030L2 Subject:Structural Analysis Velocitel Job#�.204AA10104030L2 Subject:Strucwrel Analysis 13 of 24 By:AB 74 of 24 By.AB Date�.6/16/2015 936 AM Checked:NT Date�.6116l2015 936 AM Checked�.NT Ciient:ATBT 570 Colonial Park Dr.Ste i307 Client:ATBT 570 Colonial Park Dc Ste#307 Site Name�.Hwy 51 AND 15 Rosvrell,GA 30075 ■ve ocite Site Name:Hwy 51 AND 15 Roswell,GA 30075 ■ve oate Siteld�.10104030 ��:-. . . .�.. .... ..,. .-�. Siteld�10104030 ..-. .,.. -....-� � . V�hth 3/4"ice: For proposed 2x2x1/4 anqle kickers: F+pipeiice�=n'ice��i�ipel+ice) Without Ice: Hpipel Har.g3:=2.5�ft =14.416 Cfice�-0.96 Dang3�=Z�in Dpipel+2iCE 2 2 ( z` Wang3:=2�in D�:= Wang3 `�ang3 ' I50 I Fpipelice�-4z�G'�fice��Dpipel+2iCe i z i Fpipelice=3.74�p1f ForV=50 mph Hang3 _15 C :=1.67 90 f � � Dan93 Weighticepipel�-Apipelice�56pCf Fang3�-9z'G"�f�Dangs weighticepipel=11.822�p1f Faag3=6.33�p1f Fo�V=90mph For proposed 2 1/2"STD Pioe: With 3/4"ice: No Ice: Aang7ice�=n�ice��D�+ice� Hpipe2:=9.75�ft Hang3 =4.774 Cfice�=0.75 Dpipe2:=2.875�in H'ang3+2iCe �pipe2 9z � � �50�� �=1.239 F � G�C D +2ice F -2.76� lf FO�V=50m h ft psf ang3ice�-qz� fice� ang3 2 ang3ice- P P 90 Hpipe2 =40.696 Cf:=1.2 Weighticeang3�-Aang3ice'S6pCf (Dpipe2� Weighticeanq3=13.008�p1f Fpipe2:=qi�GCf�Dp.Pey=6.538�p1f FOfV=90Olph ForExistina 1 518"Coax: Wtcoaxi =o.e2plf 1Nith 3/4"ice: Hcoaxl�=1zs�ft ppipe2ice�-n'iCe��DpiPeY+iCe) �coaxl�-1.98�in i e2 D Hp p =16.343 Cfice�= 1.16 coaxi 4z _0.853 Dpipe2+2ice ft psf ` I SOZ� Hcoaxl Fpipe2ice�-4z'G'�fice��Dpipe2+2ice� \90Z Fpipe2ice-4-86�p1f ForV=50mph coaxl -�57.576 Cp:= 1.2 D weighticepipe2�-ppipe2ice'S6pcf Fcoaxl�-4z"G"Cf"Dcoaxi=4.503�p1f weighticepipe2=13.13�p1f Velocdel Job#:204AA10104030L2 Subjed:Structural Analysis Velocitel Job#�.204AA10104030L2 SubjecC Structural Analysis 15 of 24 By AB 76 of 24 By.AB Date�6/16/2015 9:36 AM Checked:NT Date:6/16/2015 9:36 AM Checked:NT Client:ATBT 570 Colonial Park Dc Ste#307 Client:ATBT 570 Colonial Park Dr.Ste it307 Site Name:Hwy 51 AND 15 Rosvrell,GA 30075 �Ve OCIre Site Name:Hwy 51 AND 15 Roswell,GA 30075 ■ve ocite ..-. Siteld�10104030 -. -.- .. -.., ..:.... .�-�.. Site Id:10704030 �� ��� -�--�- � - � � ForExistina 7l8"Coax: Wt�oaxz:=o.36plf C)-ANALYSIS x 1in.i5� ft The existing handrail was modeled with RISA 3D,a product of RISATechnologies. coaxz = �coaxz�= 1.09�in Dcoax2� =0.47 ft psf Hcoax2 3 � =1.257 x 10 Cp:= 1.2 Dcoax2 Fcoaxz�=4z�G��f�Dcoaxz=2.479�p1f ForPr000sed FiberCable: wccoax3:=o.o9lplf Hcoax3�-125�ft Dcoax3�=0.393�in • Dcoax3 4z 0.169 ft psf Hcoax3 3 =3.817x10 Cp:= 1.2 Dcoax3 Fcoax3�=4z'G'Cf'Dcoax3=0.894�p1f For V=90 m ph For Pr000sed DC Cable: wtc�ax9:= o.5zp1f See attached RISA output for member loads,stresses,and usages. Hcoaxa�= 125�ft Dcoax9:=0.767�i❑ Dcoaxa 9z =0.339 ft psf Hcoax9 3 =1.906 x 10 Cp:=1.2 Dcoaxa F�oaxa =9� ��f Dcoaxa = i.79 plf ForV=90 m ph For Proposed RET Cable: wc�oaxs:= o.i2plf HcoaxS�= 125-ft DcoaxS�=0.315�in �coax5� =0.136 ft psf Hcoaxs 3 =4.762x 10 Cp:=1.2 DcoaxS FcoaxS�—4z'G�Cf�Dcoaxs=0.716�p1f FOf V=90 m ph Velocitel JOC#-.204AA10104030L2 Subject:Structurel Analysis Velocitel Job#�.204AA10104030L2 Subject:Structural Analysis 17 of 24 By:AB 1 B of 24 By�.AB Date:6/16/2015 9:36 AM Checked:NT Date:6/16/2015 9:36 AM Checked:NT Client AT&T 570 Colonial Park Dr.Ste#307 Client:ATBT 570 Colonial Park Dc Ste#307 Site Name:Hv✓y 51 AND 75 Roswell,GA 30075 ■ve ocite Site Name:Hwy 57 AND 75 Rnwell,GA 30075 ■ve ocite Site Id�10104030 � .. .. . .. . . . .. Site Id:10104030 � -�� � � � ^ ���-� -- D)-WATER TANK STRUCTURAL ANALYSIS For Bottom Half Spherical Tank: 1)-�nd Load Reference.ASCE-7-10 Hea�xz =9ft Risk Category iv table 1.1 pg 3 �cankz =35ft Velocity pressure x�:=i.3i Exp:=C table 6-3 pg 79 Kzbt -1��9 exposure coefficient Topographicfactor KyC:=l.o P9 D�anxz 9�cank sed6.5]2 26 = 196.11s ft psf Wind directionality factoc �: .95 table 6-4 Dcanxz =1 Cq:=0.5 Basicwind speed: v:=90 mph figure 6-1 Deankz z Importance Factor I:=1.15 table 6-1 pg 77 R Deanxz + Hea�x2 _22 5 ft tank2 - BHtank2 � TankCenter: h:=i21 ft 1 z r Dtar.k2 Dtank2 Gust response factoc c:=o.es section 6.5.8 pg 26 Acanxz =2�Rcanxz) �Zasinl zRtanxz y (Rcanxz-Hcankz� l � z Velocityp�essure: q�ra�k:=0.00256�I�x��x�����vz-psf=29.6���psf (Eq6-15) Atank2-226.443ft Calculate Existing Wind Forces on WaterTank F G C A I K�b`\I tank2�-4ztank" f [ank2'I Kz I ForCvlindricalTank: � � Ftank2=2.812�kip Htankl�=11.833ft Deankl = 36ft ForTop Half Saherical Tank: Dtankl 9z H[ank3�-9�ZSft 186.213 ft psf �cank3�=36ft Dtankl xi�p:=1.34 =3.042 Cf:=0.53 Htankl Dtank3 4ztank = 196.115 ft psf Ftankl�-9zcank"G"Cf'Hcankl'Dtanki Dtank3 Ftankl=5.695�kip =1 Cf:=0.5 Dtank3 2 Dtank3 H[ank3 Rtank3�= + =22.139ft BHtank3 � �� �2 � ��Rank3��_�ta�nk3� � Atank3�-— Rtank3 " 2 a5in Rtank3-Htank3 tank3 Atank3=233.318ftz Ki�P Ftank3�-4z[ank'G'�f�A[ank3' Kz Ftank3=3.Ol�kip Velocdel Job#:204AA10104030L2 Subjecl:Structurel Analysis Velocitel Job#:204AA10704030L2 Subject:Structural Analysis '19 of 24 By�.AB 20 of 24 By:AB Date�.6/�612015 936 AM Checked:NT Date:6/16/2015 9:36 AM Checked:NT Client ATBT 570 Colonial Park Dr.Ste�307 ClienC ATBT 570 Colonial Park Dr.Ste#307 Site Name:Hwy 51 AND 15 Roswell,GA 30075 ■ve ocire Site Name:Hwy 51 AND 15 Roswell,GA 30m5 ■ve ocire -� Site Id:10104030 ..�: -� . ���._._,��. Site Id:10104030 �� � � �---� �� � �� For Leqs: WSe9:=24in Fappurc9�=Feaui��sin(115deg)2)+FRRUlside'�cos(115deg)z)= 0.077�kip H1eg�= 121ft FappurClO�-FRRUl��sin(339deg)Z)+FRR�lside�lcos(339deg)ZI=0.031�kip Hleg Fappurtll�=FRRU2��Sin(130deg)2)+FRRU2side�lCoS(130deg)2)=0.053�kip -=60.5 Cp:=0.7 leg I W Fappurtl2�-FRRU2�`sin(335deg)Z +FRRU2side'Icos(335deg)2)=0.038�kip Kzleg:=1.13 Fappurcaddl�=Fappurti+Fappurt2+Fappurt3+Fappurc4+Fappures+Fappurc6=1.37�kip K�leg F =F +F +Fa +Fa +F +Fa =0.373�ki Fleg�-4ztank"C'"Cf'Hleg�Wleg� Kz appurtadd2� appurt7 appurte ppurt9 ppurclo appurcll ppurtl2 P Fle9=3.686�kip Fappur[�-Fappurtaddl+Fappurtadd2= 1.742�kip ForTank Shaft(Size Assumed): F�oax:=1z5ft �4Fcoaxl+Fcoax3+Finaxa�+ZFcoaxl 114.167ft=3.615 kip W = 16 in Fadd�-FRISA+Fappurt+Fcoax=���04�kip shaft Fadd Hshafe�= 113ft =28.57�% Hshaft Fto[al =84.�5 Cf:=0.� Additional wind on the antennas is more than 10%of the total wind loads on the water tank.Check if Wshaf� seismic controls. K�snaec =1�12 2)-Seismic Load �K�snate� Risk Category: zv table 1.1 pg 3 Fshaf[�—9zcank'G'Cf'Hshafc'`^'shafc' K � Importance Factoc IE:_1,5 table 1.5-2 pg 5 FshaEc =z.z�5�kip ForHandrails fFrom RISA): Spectral Parameters: 55:=0.064 Figure 22-i Fhr:=2.iiskip sl:=o.oz� Figure 22-2 Fto�al��-Fcank:+Ftank2+Ftank3+3F,ey+Fshaft+Fhr=26.965�kip pa:=1 6 TebIE 11.4-1 AT&TAppurtenance additional loads(From RISAModel): F�:-2 4 For assumed site Gass D Table 11.4-2 FRISw:=2.346kip SMg:=Fy�Sg Eqn.11.4-1 FaPPurt1�=4FTma2side+8'Fpipel�Bft=0.387�kip SMS=0.102 F �-F (s in(115de z)+F (cos(115de 2) SM1�-Fv'Si Eqn.11.4-2 app�r[2�- antS g� ant5side� 9� =0.251�kip 1/ \ l SMy=0.065 Fappurc3�=Fan�s'lsin(94deg)�J+Fancssiae'�cos(94deg)zl=0.265�kip 2 Eqn.11.4-3 F �-F (sin(339de Z)+F �(cos(339de 2) SDS�-3'SMS appur[a�- ant5� g� an[Sside 9) =0.194�kip ( Z 2 SDs=0.068 Fappures�-Fancs�lsin(325deg) +Fancsside� cos(325deg) =0.211�kip Eqn.11.4-4 f ( 2 Fappurc6�-FancS'`sin(130deg)z)+FancSsiae�lcos(130deg)Z�=0.063�kip S�i�=3 SMi Fappurc��-Fant6'lsin(96deg)Z)+Fan�Sside��cos(96deg)Z)=0.077�kip SD1=0.043 ( 1 Table 15.4-2 Fappuree�=2[FantS'`sin(335deg)Z/+Fan�6side"�cos(335deg)2)]=0.097�kip R�-3 Velocdel Job#.204AA10104030L2 Subjec[Struaural Analysis Velocitel Job#�204AA10104030L2 Subject Structural Anatysis 21 of 24 By:AB 22 of 24 By:AB Date�6/16l2015 9:36 AM Checked:NT Date:6/16/2015 9:36 AM Checked�NT ClienY AT&T 570 Colonial Park Dc Ste#307 ClienC AT8T 570 Colonial Park Dr.Ste#307 ■ve ocire Site Name:Hwy 51 AND 15 Roswell,GA 30075 ■ve ocite Site Name:Hv✓y 51 AND 75 Rosweu,GA 30075 Site Id:10104030 . �.�.-�-.. ...:.. .-.. Site Id�.70104030 � . - . ..:�.. ... Period Determination Total AddRional weight Table 12.8-2 C�-=o.oz wtATT:=1.358kip (Weight of appurtenances from RISA model) x:=o.�5 Table 12.8-2 Wt =6wt +6wt +6wt +3wt +3wt +wt +i2wt ef t appuYt' ant5 ant6 'tMA2 RRU1 RRU2 Omni2 pipel� hn:=143 ft Wtappurt= 1.098�kip x Eq�.�Z.B-� Wt -125ft �12Wt +2Wt +Wt x �+90ft �4Wt x +2Wt x +wt x � Ta:=�t.yyn coaxladd�- coaxl coax4 coa 3 coa 1 coa 4 coa 3 -1 `^'tcoaxiaaa=1.811�kip Ta=0.827 s F'tcoax2add�=125ft��Wtcoax5�+90ft��Wtcoax5�=0.026�kip Seismic Response Coefficient: Eqn.12.8-2 Wtcoax3add=119.167ft�12Wtcoax2+35ft�8Wtcoax2+125ft�Wtcoaxl=0.697�kip SDS Cs:= R Cs=0.034 wtaddl�-H'tATT+Wtappurt+�`'tcoaxladd+�`'tcoax2add+Wtcoax3add-4�99'kip �IE� `�'taddl \ / =0.2991-% S�1 Eqn.12.83 w Csmax�_ �smax=0.026 The additional weight is 02991%of the actual weight,which is less than the allowable 5%. R Ta I Therefore an overall analysis of the tank is not required and is considered to have adeauate E Eqn.15.4-1 strenath. �smin:=0.03 Tolalweighl: Vwater =z00000ga1 uva[er=2.674 x 104�ft3 �'wa[er�-62.4pcf W�=Wwater�uwacer W=1668.333-kip Base shear For these calculation purposes,it is v:=Cgm;� w o.� conservative lo ignore the seismic base shear increases due to water sloshing and due to the v=35.035�kip weight of the tank itself. Seismic load is 35.035 k which is greater than the total wind load of 26.965 k.Thus,seismic loads control the structure.Existing Dead Loads,which are proportional to the seismic loads,shall be compared to the additional appurtenance dead loads. W=1668.333�kip Velocdel Job#:204AA10104030L2 Subjecf Structural Analysis Velocitel Job#:204AA10104030L2 Subject Structu2l Analysis 23 of 24 By:AB 24 of 24 By:AB Date�6/i6/2015 9�36 AM Checked:NT Date:6/16/2075 9:36 AM Checked:NT � � a.� ,. �, �. � ,. � �� � r -;�. i p. • �� ..�v'� � �_Ne � \ `�. 0 � �` I � � o \ F�k �.__ iki . .,... �` -dill�� Velocitel,Inc. SK-1 Velocitel,Inc. SK-2 �Alex Bragg Watertank Handrail-Revision#1 June 16,2015 at 9:44 AM Alex Bragg Watertank Handrail-Revision#1 June 16,2015 at 9:44 AM 10104030 Dead Loads handrail-10104030-Rev 1.r3d 10104030 Wind Loads in the Alpha Diredion handrail-10104030-Rev 1 r3d .�. �. �,. ���-�--.. `� � � �; _� „s�_�, �'=": ���. ��-� � ; 1. � a.,, � .__4.... . ���. r` =�`�" �`� ''N�: � . � � � �. . � ,,. ..'S � �' ,... � .. o�. n.7 Y �k�. ��. � a ,�.,� :n a.+"''u �ds I .,,,�z"' �- '. * 3 � � _ I '."�++„n.:: . � . . «r�m Velocitelnlnc. j SK-3 Velxitel,Inc. SK-4 Alex Bragg Watertank Handrail-Revision#1 June 16,2015 at 9:45 AM Alex Bragg Watertank Handrail-Revision#1 June 16,2015 at 9:45 AM 10104030 Wnd Loads in the Beta Direction handrail-10704030-Rev 1 r3d 10104030 Wind Loads in the Gamma Diredion handrail-10106030-Rev 1.r3d � � r4y� � ��.n, ._ . ..�. a�_,- }\ .:J��3� � '� ,•s�'�����K�`� � � ',��-� a� � � �.� ._ : a�` \',� '�'.. , � y,� . yb r ✓ � f....''� J}�,. .W�YGe ?', � R. i�',x�� .,. � �r i.yuyf '" � .. � � ? � � � .�a, ��y -'K *a,t a �r 1'� .' ,, ;�y'Ic ]}7� m �x".`,��� ... , ' •�'- 1ta�_ �u � � .���� �• �i�rw� � .. , '�.�� � � ��.. � � ... � . . � . � ,. w ,. • �„yn , ,i, r� .. ' :i� _ ,.. sn, . ,_ _ � :.. ' � �' mr Velocitel,Inc. SK-6 Velocitel,Inc. SK-7 Alex Bragg Watertank Handrail-Revision#1 June 16,2015 at 9:45 AM �� Alex Bragg I Watertank Handrail-Revision#1 June 16,2015 at 9:46 AM 10104030 Ice Loads handroil-10104030-Rev t,aa 10104030 Wind on Ice Loads in the Alpha Diredion naoaraa-ioiaoso-Re��.nd .� �- g� I �� ���.,, � ��`.. _ ;,�. . a �="""�;�,. ' . s�^ r�.. _ .�, < , � "�� � _ ,. ..,.. � . ...... . � - . .. , - _ , � ,. �, - - . , - . � � �"' � ' ��w,s�-. � t- � 4_ �,; � �.,�. �"I° j �,. �_ `�, „ � � r. �{` ��� �:�:: . _ • - , _��_ °. , a �''� .- _� � .� - � ;; � =: . ��, -, � �-•.� � .,::- , . .. , , � _.__ �' .,-�l , ;:;,� �,�_,� ,�„� VelocRel,Inc. SK-8 Velocitel,Inc. SK-9 Alex Bragg Watertank Handrail-Revision#1 June 16,2015 at 9:46 AM Alex Bragg Watertank Handrail-Revision tt1 June 16,2015 at 9:47 AM 10104030 Wind on Ice Loads in the Beta Direction handrail-70104030-Rev 1 r3d 10104030 Wind on Ice Loads in the Gamma Diredion handrail-10106030-Rev 1.r3d � �.. � Velocitel,Inc. SK-10 Velocitel,Inc. SK-11 Alex Bragg Watertank Handrail-Revision#1 June 16,2015 at 9:47 AM Alex Bragg Watertank Handrail-Revision#1 June 16,2015 at 9:48 AM 10104030 Horizontal Point Live Load hanNail-10104030-Rev t r3d 10104030 Vertical Point Live Load hantlrail-10104030-Rev 1.Bd Company : Velocdel,Inc. June i6,2015 Company : Velocdel,Ina June 16,2015 Designer : Alex Bragg 9�50 AM Desgner : Alex Bragg 9:50 AM Job Number : 10106030 Watertank Hantlrail-Revision#1 Checkcd By:Neal Turbow Job Number : 10104030 WateAank Handrail-Revision#1 Checked By.Neal Turbow Global G/obal.Continued Dis la Sections for Member Calcs �5 '�.Seismic Code ASCE 7-10 Mau Internal Sedions for Member Calcs 97 Seismic Base Elevation ft Not Entered �Include Shear Deformation? �Yes Add Base Wei ht? -Yes InGude War in ? Yes Ct Z .02 Trans Load Btwn Interseain Wood Wali? 'Yes Ct X .02 Increase Nailin Ca acit for Wnd? Yes T Z sec Not Entered Area Load Mesh in^2 �144 T X sec Not Entered Mer e Tolerance in .12 R Z 3 ��.P-Delta Anal sis Tolerance 0.50% R X 3 Include P-Delta for Walls? Yes Ct Ex .Z .75 Automaticl Iterate Stiffness for Walls7 Yes Ct Ex .X 75 Maximum Ileration Numberfor Wall Stiffnes .SD1 1 ��Gravit Acceleration ft/sec^2 322 �SDS 1 Wall Mesh Size in 12 S1 1 Ei ensolutionConver enceTol. 1.E- 4 �.TL sec 5 Vertical Axis Y Risk Cat I or II Giobal Member Orientation Plane XZ eismic Detailin Code ASCE 7-05 Static Solver S arse Accelerated m Z 1 IDynamic Solver Accelerated Solver m X 1 . ho Z 1 �Hot Rolled Steel Code AISC 13th 360-OS�.LRFD ho X t Ad�ust Stiffness? Yes Iterative �RISAConnection Code �AISC 13th 360-OS:LRFD Cold Formed Steel Code AISI St 00-10:ASD Member Primarv Data ��.Wood Code AF&PA NDS-12-ASD Wood Tem ature <t00F Joim in ioNsha T e' i d� Ru� Concrete Code � ACI 318-11 1 � N60 N7 1 5 .Sx4 wtle Flan e r.36 ic I WWe Fla Maso� Code ACI 530.11:ASD Aluminum Code i AA ADM1-10�.ASD-Buildin 3 M3 N78 M7 180 L2.Sx2.5x4 Beam woe Fian e A36 r.36 T ical —� 4 M4 N77 N76 1 0 2.Sx2.5x4 eam �de Flen e A r.36 T �cal '�.Number of Shear Re ions 4 5 M5 N76 � MS 180 L2.Sx2.5x4 Beam �/de Flange A36 r 36 T ical Re ion S acin Increment in 4 1 VJbe Flan e � Biaxial Column Method Exact Int ration 7 M7 N74 N73 180 L2Sx2.5x4 Beam v�nde Fia�qe� A36 Gr.36 T ical Parme Beta Factw PCA 65 8 73 N 1 x .Sx4 e '�e F� e A r. T i I 9 M9 N7 Mt 180 L2.Sx25x4 Beam �de Fianye A36 Gr.36 T ical iConcrete Stress Block Rectan ular X4 v�ide Fian e T � Use Cracked Sections? Yes Bad Framin Wamin s? No 11 M11 MO N69 180 25x2.5x4 Beam v�nde Fianqe A36 Gr 36 T ical Unused Force Wamin s? Yes � N . x4 VNde F�an e � Min 1 Bar Oiam.S acin � No 13 M1 N67 1 i L25x Sx4 Beam�N/de Fiar,ge�, q36 r3 T i al Wide Flan e Concrete Rebar Set REBAR SET ASTMA615 Min%Steel for Column 1 15 M15 N66 N65 ' 180 ��L2 Sx2.5x4'•Beam vv�de Fian e A36 Gr36 T ical Max%Steel for Cotumn 8 x v�ide Fian e r T i 17 - 17 N 1 L .Sx .5x4 e m �de Flan e A36 r. 6 � T i Wide Flan e 19 M19 N62 N61 180 L2.Sx2.5x4!Beam��de Fia�e q36 r.36 � T ical 0 1 x4 VNde Fla e � N 1 '� N 00 � L am �`/de Flan e 36 r.3 T i Wide Flan e � T � 23 M23 N62 NS N200 90 L2x2x6 Beam �de Fiange A36 Gr.36 ��, T ical 4 4 N63 N7 N200 90 L2x Beam �de Flan e p3fi Gr.36 T ic 25 M25 N64 N9 N200 90 L2x2x6 Beam `/�%ae Flange A36 r 36 T ical �� y Nhde Flan e f. T i 27 M27 N66 N13 � N200 ' 90 L2x2x6 Beam �de Fian e A36 Gr 36 � T icai 8 M28 N67 N15 N200 9 L2x2 6 Beam �aeFla e A36 r.36 T ical 29 M29 N68 N17 - N200 90 L2n2x6 Beam `/�deFian9e- A36 r.36 T ical WWe Flange � 31 M31 N70 N21 N200 � 90 L2x2x6 Beam �de Fian e A36 r.36 T ical M N71 23 N 00 90 L2 Wide Flan e 36 r.36 T ical 33 M33 N72 N25 N200 90 L2x2x6 Beam �de Fiange A36 Gr.36 T ical RISA3D Version 11.OA [Y:\...\._1...\. \Structural\RISA\rev 1�handrail-10104030-Rev 1.Bd] Page 1 RISA-3D Version 11.0.0 [Y�.\...1..\...\_.\Structural\RISA\rev 1\handrail-10104030-Rev 1.Bd] Page 2 Company : Veloctlel,Inc. June 16,2075 Company �. VelocRel,Inc. June 16,2015 Desgner : Alex Bragg 9:50 AM Designer �. Alex Bragg 9:50 AM Job NumDer : 10104030 Watehank HanOrail-Revision#7 Checked By:Neal Turbow Job Number �. 10104030 Watertank Hantlrail-Revision#1 Checketl By:Neal Turbow Member Primarv Data(Continued) Member Primarv Data(Continuedl in K in � � I � � M 73 N 7 N20 90 e m W�eFian e A36 r.36 T i I 91 M104 N112 N88 RI ID None None RI ID T ical i w�de F�an e A36 r.36 T ical 106 N1 6 1 4 I 2.0 a `�e Flan e A T i 35 M35 N74 N29 �� N200 90 L2x2x6 Beam V�hdeF�an e 93 ' M107 N127 N115 PIPE 2.5 Beam bVideFiange A53 T ical 37 M37 N76 N33 N200 90 L2x2x6 �Beam'�wde Fiange A36 r.36 T ical 94 M108 N128 116 PIPE 2.0 e m `�`hae Fiange A53 T ical M38 N77 N35 N200 90 x2x6 eam �eF� e A36 r.36 T ical 95 M110 N130 N118 PIPE 2.5 Beam �tleFlan e A53 T ical 39 M39 N78 N37 N200 90 L2x2x6 Beam�wdeFian e A36 r.36 ' T icai 96 M111 N131 N119 PIPE 2.0 Beam VJ�deFian e AS T ical WMe Fla e � 1 1 1 I i VJ�tle Flan e 41 M41 N40 N41 75x.375 Beam w�de Fiange A36 r.36 T ical 113 1 wtle Flan e i 4 4 N41 N4 75x.375 Beam �eF�an e A36 r.36 T ical M114 N135 N123 PI .0 Beam �deFian e q 3 � T ical � 43 M43 N42 N43 27 x.375 Beam WbeFlan e A36 r.36 T ical 1 M115 Nt34 N1 PIPE 2.5 Beam V�ideFlan e A 3 T ical 4 44 5 WMeFlan e r 117 N14 1 RI I I T i I 45 M45 N44 N45 275x.375 Beam W�de Fiange A36 r.36 ! T ical 1 RI I I 4 M46 N45 46 75x.37 eam `Nwe Flan e 6 r.36 T ical 103 M119 N142 N141 PIPE 2.0 Beam w�de Fian e A53 T ical 47 M47 N46 N47 � 275x.375 Beam wde Fian e A36 r.36 T ical 104 M1 N5 N7 5 5x.375 eam �e Flan e r.36 T ical Wbe Flan e 11 184 1 I I i 49 M49 ! N48 N49 275x.375 Beam wide Fiange, A36 r.36 T ical 5 M50 N49 N50 75x.375 Beam Wbe Fian e A36 r.36 T ical 107 M117A N186A N183A RI ID None None RI ID T ical 1 M51 N50 N51 275x.375 Beam �/�/deFian e A36 r.36 T ical ' 108 M112A N115 N1826 L2x2x4 Beam N/aeFlan e A36 c36 T ical M52 N 1 N52 2.75x.375 Beam �e F��9e q36 r.36 T ical 109- Mt 13A N115 N181 B L2x2x4 Beam �de Fian e A36 Gr.36 I T ical 53 M53 N52 N53 �275x.375 Beam W�de Fiange A36 Gr.36 T ical M 11 184 a �de Flan e �.3g T ic 54 M54 N53 N54 275x.375 Beam �e F��9e A3G Gr. T ical 111 M115A N118 N1836 L2x2x4 Beam Witle Flange A36 Gr.36 '� T ical 55 M55 N54 NSS 275x.375 Beam wde F�an e q3g Gr.36 . T ical 112 M116A 1 N185B L.Zx2x4 Beam `�`hde Fian e A36 r.36 T ical 56 M N55 N56 2.75x.375 Beam wae F�an e A36 Gr.36 T ical 113 M1176 N122 N186 _ L2x2x4 i Beam�'wde Fia�qe. A36 Gc36 T ical . 7 N N57 ''. 2J5 . � eam `/Wde F�an e A36 t. 6 T i I 7 N 7 .3 5 ea �e Flan e 36 r. T i 59 � M59 N58 N59 '275x.375 'Beam wae Fiaoge A36 Gr.36 T ical Member Distributed Loads BLC 2:W(9011 60 6 N5 N40 2.7 x 375 Beam `lube Flan e A r.36 T i I � N � Wide Flan e r. �� T i � N WWe Flan e - - -. 9 0 63 M64 7 N9 i 5.5x.375 Beam wbe Ran e A36 r.36 T ical 3 M3 L 9 -.009 0 0 64 M 5 N9 N11 S.5x.375 Beam Wbe Flange_ q36 r.36 T ical "- g wbe Ran e; A3 T 4 4 - -��9- 0 5 Wide Flange q � 5 - - 9 67 M68 N15 N17 � S.Sx.375 eam W�de Flan e A36 Gc36 ' T i al 7 M7 L -.009 -.009 0 0 M69 1 19 S.5x.375 am �e Flan e q36 r. 6 T �cal $ M8 _.ppg 0 69 M70 N19 N21 ' S.5x.375 Beam'wde Fian e A36 r.36 T ical 7 71 . 75 eam wide F�an e A r. T I - - 71 �� M72 N23 N25 SSx.375 Beam-w�aeFiange A36 r.36 �. T ical �� M11 L -.009 -.009 0 0 7 73 N25 N 7 x.375 eam '�e Flan e A36 r.36 T ical � M12 L 9 9 0 73 M74 N27 N29 SSx.375 Beam wde Fian e A36 Gr.36 '� T ical � �g � W�de Flan e � 4 0 75 M76 N31 N33 S.Sx.375 Beam wide Fiange A36 r.36 T ical �5 M41 �� -.01 -.01 0 0 76 M77 33 35 5.Sx.37 eam w�de F�an e A36 Gr.36 T ical �6 M4 -.Ot -. 1 0 77 M78 N35 N37 5.5x.375 Beam �N�de Flan e A36 r.36 � T ical �. �� M49 _ � _ � 7 .3 wide Flan e 36 i I � M - - 79 M80 N39 N1 S.Sx.375 Beam WtleFiange q36Gr.36 T ical �g M51 � -.01 -.Ot 0 0 M83 N91 N RI ID N e None I ID T ical 1 M84 N92 N78A RI ID None None RIGID I T ical M52 __ -.01 - 1 7 I n __ RI ID i I 2� M53 -A1 -.01 0 0 83 M87 N96 NSOA RI ID None None �RI ID �� T icai Z3 M55 -.Ot -.Ot 0 0 M9 N1 N8 A RI ID N ne None RI ID T i I 24 M56 -.0 0 BS M93 N104 N84 RIGID 'None None RIGID T ical 25 M57 � L -.01 -.01 0 0 95 1 1 71 RI ID None one RI I� T ical 87 M96 N103 N83A RIGID None None RIGID ' T ical 88 M100 N108 N75A RI ID None one RI�___ T ical _ � _ � 89 M101 N110 N87 RIGID None None RIGID T ical 2g M61 L -.017 -.017 0 0 M10 N1 N86 RI ID None None RIGID_ _ T ical _ � _ � RISA3D Version 11.0.0 [Y:\...\_.\_.V...\Structural\RISA\rev 1\handrail-10164030-Rev 1.r3dj Page 3 RISA3D Version t t.OA [Y:\_..l_\_.\_.\S[ructural\RISA\rev 1\handrail-10104030-Rev 1.Bd] Page 4 Company �. Velocitel,Inc June i6,2075 Company : Velocilel,Inc. June 16,2015 Designer : Alex Bragg 9:50 AM Desgner : Alex Bragg 9:50 AM Job Number : 70104030 Watertank Hantlrail-ReWsion#i Checked By:Neal Turbow Job Number : 10104030 Watetlank Hantlrail-Revision#1 Checktd By:Neal Turbow Membei Disiributed Loads(BLG 2•W l9011(Continuedl Member Distributed Loads BLC 3�W/210)1(Continued) M el ir n-u °/ e r I i � U ni e ti �n 31 M69 L -.017 -.017 0 0 13 M18 L 005 .005 0 0 3 M70 -.017 -.017 0 14 M19 L 5 005 0 0 33 M71 L -.017 -.017 0 0 15 M6 � H -.008 -.008 0 0 34 M7 -.017 -.017 0 16 M7 H -. 8 -.008 0 0 35 M73 L -.017 -.017 0 0 17 MS H -.008 -.008 0 0 M74 -.017 -.01 0 18 M9 H -.008 -.008 0 7 M7 - 1 - 17 19 � 1 H - -. 8 0 39 M77 L -.017 .017 0 0 ' 21 M12 H -.008 .008 0 0 0 M7 -.0 7 -.017 0 0 2 M13 H -.00 -.008 0 0 41 M79 -A17 -A17 2 M14 H -.00 -. 8 0 0 -017 - ' a 43 M21 L -A07 -A07 0 0 25 M16 H -.008 -008 0 0 44 M22 -.007 -007 0 M t 7 H -.00 -008 0 0 45 - Mt$ - -. 8 0 _ 7 1 - 47 M30 L -.007 -�007 0 0 29 M42 L .005 .005 0 0 48 M31 -. 7 -. 7 0 30 M43 005 005 0 '� 49 M32 L -.007 -.007 0 0 31 M44 L .005 .005 0 0 51 M34 L -.007 -�007 0 0 33 ' M46 .005 .005 0 0 2 M 5 - 7 -. 7 0 M47 5 53 � M36 L -.007 -A07 0 0 35 M48 �005 A05 0 0 4 0 � 55 M38 L A07 -A07 0 0 37 M50 L �005 A05 0 0 M39 -.007 -.007 0 M51 00 0 5 0 57 M40 L -.007 -.007 0 0 39 �� M52 L .005 .005 0 0 59 M113 L -.005 -A05 0 0 41 M54 L .005 A05 0 0 60 M11 L -. 06 -.006 0 0 42 M55 005 005 0 61 M106 L -.005 -.005 8 0 I 43 M62 L .007 .007 0 0 ' 63 M1W L -A06 .006 0 .15 45 M65 L .007 .007 0 0 64 M 107 -.006 7.8 0 46 L . 7 .007 0 65 M119 � L -.005 -.005 0 0 47 M67 L .007 .007 0 0 M115 - --006 0 M68 L 7 .00 0 67 M114A L -006 -A06 0 0 49 M69 L .007 .007 0 0 8 M115A -.006 0 0 M70 L 7 007 0 0 69 M116A L -.006 -.006 0 0 51 M71 L .007 A07 0 0 7 M1176 -.006 0 0 52 M72 L 00 0 7 0 71 M1 A 0 5 M73 7 . 7 � _ _ 4 55 M75 L .007 .007 0 0 Member Distributed Loads BLC 3•W(2101) Ma2 H -oo - o 57 M4 9 m I ir ion n� e ndu i n n o 4 1 M6 L .005 .005 0 0 59 � M45 H -.009 -.009 0 M7 � 0 M4 H - 3 MS L A05 A05 0 � 61 M47 H -.009 � 5 M10 L .005 .005 0 0 4 M11 .00 .005 0 0 63 �. M49 H -.009 009 0 0 7 M12 L .005 .005 0 0 I � M H -.00 -.009 0 0 65 M51 H -.009 -009 0 0 9 14 �� 67 M53 H -.009 -.009 0 0 � � M54 -.009 -.009 0 0 11 M16 L .005 .005 0 0 69 M55 H -.009 -.009 0 0 1 5 RISA3D Version 11.OA [Y:1._l..\_.\...\Structural\RISA\rev 1\handrail-10104030-Rev 1.Bd] Page 5 RISA3D Version 11.0.0 [Y:\...\...\_.\...\Structural\RISAIrev 1\handrail-10104030-Rev 1.r3dj Page 6 Company : Velocitel,Inc. June 76,2075 Company -. Velocitel,Inc. June i6,2015 Designer : Alex Bragg 9�.50 AM Desgner �. Alex Bragg 9�50 AM Job Number : 10104030 Watertank Hantlrail-Revision#1 Checkcd By:Neal Turbow Job Number : 10104030 Watertank Hantlrail-Revision#1 Checked By:Neal Tu�Dow Member Distributed Loads BLC 3:W(21011(Continuedl Member Distributed Loads BLC 3:W(21011 lConiinuedl e r % M6 - 1 127 M110 H -.006 -.006 0 .15 71 M64 H -.012 -Al2 0 0 1 8 110 - - 8 129 M126 L .007 .007 0 0 73 M66 ' H -.012 -.012 0 0 30 126 H - 12 -.01 0 0 74 67 H -.012 -.012 131� M107 -.006 -.006 0 0 75 M68 H i -.012 -.Ot2 0 0 1 2 M107 X 0 003 1 77 M70 H -.012 -.012 0 0 1 78 M71 H -01 -012 0 1 5 M114A .003 A03 0 0 79 M72 H -.012 -.012 0 0 1 M115A .003 0 0 1 1 A 0�� 0 81 M�4 H -.012 -.012 0 0 M1 7 8 M 5 H -012 0 139 M1176 H -.005 -.005 0 0 83 M22 L 003 .003 0 0 1 M116A - -.005 A SS ' M24 L .003 . 03 0 0 - - 86 M25 L 3 003 0 0 143 M113A H -005 -.005 0 0 87 ' M26 L .003 .003 0 0 144 M112A H -.005 -. 5 0 0 88 M27 L 3 3 0 ss M2a L o03 003 0 o Member Distributed Loads(BLC 4:W/33011 0 M 9 . 3 .003 0 0 i � 91 M30 .0 3 .003 0 1 M1 L .005 .005 0 0 M31 3 003 M 2 00 5 3 0 00 5 95 M34 L .003 .003 0 0 5 M5 L A05 .005 0 0 5 0 003 0 � 6 � 99 M23 H -.006 -.006 0 0 � 5 0 100 M24 H -.006 -.006 0 0 � 9 M15 L .005 .005 0 10 M16 L .005 . OS 0 0 1 M _ pg 11 17 103� M27 H -.006 -A06 0 0 � � 0 104 M28 H -.0p6 -.pp6 13 M19 L .005 .005 0 0 105 M29 H -.006 -A06 0 0 �4 M20 5 0 t 1 107 M31 H -A06 -.006 0 0 �7 ; M3 H . OS .008 0 0 108 M32 H - -.� 0 � 1g M4 H 8 008 0 109' M33 H -A06 -A06 0 0 g 111 M35 H -.006 -.006 0 0 M12 112 M36 H -.006 -.006 0 0 � M13 _ H .008 .008 0 0 113 M114 L .003 .003 0 0 2 M14 _ .008 .008 0 , 11 M15 AO 115 M108 .003 .003 0 0 � � - 116 M106 .003 .003 0 0 5 M17 H .008 A08 0 0 117 M 115 H -.006 -.006 0 0 M 18 . 0 27 M19 H �008 .008 0 0 11 1 119 M106 H -DOS -.005 0 0 2g M41 L .00 .005 0 0 1 108 -. OS -. OS 0 30 M42 .005 .005 0 121 M111 L A03 .003 8 0 31 M43 L .005 .005 0 0 t M112 .003 8 123 M111 H -.005 -.005 8 0 124 M112 H - -.005 8 0 M OS 125 M110 L .003 .003 7.85 0 35 M47 .005 .005 0 0 1 6 M110 L 003 .003 0 .15 4 RISA-3D Version 11 AA [Y-.\_.\...\_.\...\Structural\RISA\rev 1\handrail-10104030-Rev 1.r3d] Pa9e 7 RISA-3D Version 11.OA [Y:l_\...\...\_.\Structurel\RISAVev 1\handrail-10104030-Rev 1.Bd] Page 8 Company : Vebcdel,Inc. June 16,2015 Company �. Velocdel,Inc. June 16,2015 Designer : Alex Bragg 9:50 AM Oesgner : Alex Bragg 9:50 AM Job Number : 10104030 Watetlank Hantlrail-Revision#1 Checked By:Neal Turbow Job NumDer �. 10104030 Watedank Handrail-Revision#7 Checketl By:Neal Turbow Momhar Aicirihidaii I nadc iBLC 4•W(33011(Continuedl Member Distributed Loads BLC 4•W(33011(Continued) r I Ye ion a M n-u F n �u o f n ° o C M mb r I i �n Ma n ni F io % o fl° 37 M49 L A05 .005 0 0 94 M37 L . 13 .0 3 0 38 M56 L .005 .005 0 0 95 M38 L A03 A03 0 0 39 M57 L .005 .005 0 0 3 0 40 M58 005 005 0 0 97 M40 L 003 003 0 0 4� M59 L .005 .005 0 0 98 M21 H .0 006 0 42 M60 .005 005 0 0 99 M22 H .006 .006 0 0 43 1 7 0 0 � ,y p 101 M24 H .006 .006 0 0 45 M64 L .007 .007 0 0 10 2 H .006 . OFi 46 M65 L .007 .007 0 0 103 M26 H .006 .006 0 0 47 M .007 A07 � 0 1 7 4 � . 7 105 M28 H .006 �006 0 0 49 M68 L .007 .007 0 0 106 29 H . O6 0 0 50 M69 .007 .007 �107 M30 H �006 A06 0 0 1 76 � M � � 109 M37 H .006 .00Fi 0 0 53 M78 L .007 .007 0 0 110 M38 H .006 .0 0 0 54 M79 .007 .0 7 0 111 M39 H .006 .006 0 0 55 M80 L A07 .007 0 0 1 M40 .0 .0 0 0 113 M110 H .0 .006 0 0 57 M42 H .009 A09 0 0 11 M11 � 5 M4 H . 9 . 9 115 M111 N �00 .005 0 0 59 M44 H .009 .009 0 0 116 M 10 0 g 117 M11 0 3 0 61 M46 H A09 .009 0 0 11 1 6 M47 H .009 .0 9 '119 M115 L 003 A03 0 2 63 M48 H 009 .009 0 0 120 M11 L .003 .003 0 121 1 H 0 0 65 M56 H .009 .009 0 0 � 66 MS H .009 .009 �123 M113 L .003 .003 0 1.7 67 M58 H A09 A09 0 0 ' 124 M114 .003 .003 0 1. 1 M1 3 0 3 6 69 M60 H .009 .009 0 0 .0 3 0 M61 .012 .01 0 127 M113 H .005 .005 6.3 0 71 M62 H .012 .012 0 0 1 8 M114 H . 5 .005 6 3 72 M64 . 1 .01 0 0 129 M113 H .005 .005 0 1.7 73 M65 H .012 .012 0 0 1 1 4 H .0 74 M66 H .012 .012 0 0 131 M119 L .003 D03 0 0 75 M67 H 012 Al2 0 0 132 M119 H 005 005 0 76 M68 H .012 .0 0 0 133 M126 l .007 .007 0 0 7 9 H 1 1 6 1 � 135 M115A H .005 .005 0 0 79 M77 H 012 012 0 0 136 M114A H 0 5 005 0 80 M78 01 01 0 137 M116A H 005 005 0 0 1 M 1 1 � 139 M116A L 3 003 0 0 83 M21 L .003 .003 0 0 14 M117 0 0 M 0 141 M115A L . 03 .003 0 0 8 M2 L A A03 0 4 q 3 87 M25 L 003 003 0 o Member Distributed Loads(BL 5�Dil 88 M26 L 003 003 89 M27 L .003 .003 0 0 e i n ni i e 0 0 91 M29 L .003 .003 0 0 3 M3 Y .015 -.015 0 0 92 M3 L 003 03 4 M4 Y - 15 -.015 a 93 M36 L .003 .003 0 0 5 � MS Y -.01 -.015 0 RISA-3D Version 11.OA [Y:\...\...\...\_.\Shuctural\RISA\rev 1\handrail-10104030-Rev 1.Bd] Page 9 RISA3D Version 11.0.0 [Y:\...\._\...\...1Structural\RISA\rev 1\handrail-10104030-Rev Lr3d] Page 10 Company : velocitel,Inc. June 16.2015 Company -. velocitel,inc. June 16,2015 Designer : Alex Bragg 9:50 AM Desgner : Alex Bragg 9:51 AM Job Number �. 10104030 Watertank Hantlrail-Revision#1 Checketl By:Neal Turbow Job Number �. t0104030 Watertank Handrail-Revision#1 Checked By:Neal Turpow Member Distributed Loads(BLC 5�Dil(Continued) Member Distributed Loads lBLC 5:Di)lContinued) i F M6 - 1 0 63 M24 Y -.013 -.013 0 0 7 M7 Y -.015 -A15 0 0 M Y - -. 13 0 65 M26 Y -.013 -.013 0 0 M9 Y -.015 -.015 0 0 M27 Y -.013 -.013 0 0 0 M10 -. t -.015 0 67 M28 Y -.013 -.013 0 0 11 Mtt Y -.015 -.015 0 M29 Y -.013 -.013 0 - 1 - 13 M13 Y . 15 -.015 0 0 7 Y - - 14 M14 Y -.01 -. 15 0 71 M32 Y -.013 -.013 0 0 15 M15 Y -.015 -.015 0 7 M33 Y -. 13 -013 0 0 7 Y -0 17 M17 Y -.015 -A15 0 0 - - 18 M18 Y -.0 5 -. 15 75 M36 Y -A13 -A13 0 0 19 M19 Y -A15 -.015 0 0 7 Y -.01 -.013 0 - 1 0 21 M41 Y -.013 -.013 0 0 - - 22 M42 Y -.01 -.013 79 M40 Y -.013 -.013 0 0 23 M43 Y -.013 -.013 0 0 M110 Y -.01 -.0 3 0 0 4 44 Y -.013 -.013 81 M112 Y -.012 -012 0 0 25 M45 Y -.013 -A13 0 1 - - 2 4 Y -.013 -.013 0 83 M115 Y -.013 -.013 0 0 27 M47 Y -.013 -.013 0 M113 Y -. 1 -012 0 0 8 M48 Y -.0 3 -.013 85 M114 Y -.01 -.012 0 0 M4 Y -01 -. 13 - - � _. � 67 . M108 Y -.012 -.012 0 0 31 M51 Y -.013 -.013 0 0 7 -. t - 1 0 MS Y -.013 -. 13 0 89 M119 Y -.012 -.012 0 0 Y -0 3 - - 91 M116A -.Ot -.013 0 0 35 � M55 Y -.013 -.013 0 0 2 M117B -. 13 -. 1 0 36 M56 Y -013 -.013 0 0 93 M 115A Y -.013 -.013 0 0 7 0 114 - - -.0 3 95 M 113A Y -.013 -.013 0 0 39 M59 Y -A13 -.013 0 0 M112A Y -.0 3 -.013 0 40 M60 Y -. 13 -.013 0 0 41 M61 Y -.0 -.02 0 0 MPmher Dictrihuted LnadS(BLC 6:WI(9011 z - - ti 43 M64 Y -A2 -.02 0 0 � M1 -.003 -.003 0 0 44 M65 Y - -.02 0 _.003 -.003 0 45 M66 Y -.02 -.02 0 0 47 M68 Y -.02 -A2 0 0 5 MS L -.003 ,003 0 0 48 M69 Y -.0 -.0 0 M6 L -.003 49 M70 Y -.02 -.02 0 � 7 -.0 3 -. 0 71 - -� . M8____ 51 M72 Y -.02 -.02 0 0 g M9 L -.003 -.003 0 0 5 M73 - -.0 0 0 � _.pp3 0 53 M74 Y -.02 -.02 0 0 �� M11 i L -.003 -.003 0 0 4 7 - - 55 M76 Y -.02 -A2 0 0 �3 M19 ' L .003 -.003 0 0 M77 -02 -.0 0 �4 M20 L -003 -.003 0 57 M78 Y -.02 -02 0 0 �5 M41 L -.004 -.004 0 0 M79 Y -. 2 -.0 59 MBO Y -.02 -.02 0 0 49 _ 4 q 60 M21 -.013 -.013 0 0 M50 - 4 - 4 0 61 M22 Y -A�3 -.013 0 � ' 1g M51 L -.004 -.004 0 0 6 M23 . Y -.013 -.013 0 0 5 RISA-3D Version 11 AD [Y:\...\...\...\...\Structural\RISA\rev 1\handrail-10104030-Rev 1.Bd] Page 11 RISA-3D Version 11.0.0 [Y�.\_.1..\...\...\Structural\RISA\rev 1\handrail-10104030-Rev 1.Bd] Page 12 Company �. VelocRel,Ina June 16,2015 Company - Velocdel,Inc. June 16.2015 Designer � AlexBragg 9:51 AM Desgner : AlexBragg 9:51 AM Job Number : 70104030 Watertank Handrail-Revision#1 Checked By�.Neal Turbow Job Number : 10704030 Watertank HanOrail-Revision#i Checketl By:Neal Turbow MamnPr nisrrih�nPd l_oads iaL['6�Wi(90)1(Continuedl Member Distributed Loads BLC 7•Wi(21011(Continuedl I ir t Ma n- n n-u i ion mbe a I ire -o ni u n n� S lon 21 M53 L -A04 -.004 0 0 3 M8 H --003 -.003 0 0 2 M54 -.004 -.004 0 0 4 M9 H -.00 - 3 0 0 23 M55 L -.004 -.004 0 0 5 M10 H -.003 -.003 0 0 4 M -.004 -.004 0 0 6 M 1 H -.003 -.003 0 0 25 M57 L -.004 -.004 0 0 7 M12 H -.003 -.003 0 0 26 5 -.004 0 8 M13 H -.003 -.003 0 0 9 -.0 4 � 4 0 4 - - 1 - 29 M61 L A05 -.005 0 0 11 M16 H -.003 -.003 0 0 30 M6 L -.005 0 1 M17 H -.003 -.00 0 1 M69 L -.005 -�005 � 13 M18 H -A03 -.00 0 14 1 - - 33 M71 L -A05 -A05 0 0 15 M6 L �002 .002 0 0 34 M7 -.005 -.005 0 0 16 M7 L 002 002 � 7 -005 5 0 17 �� -00 0 1 37 M75 L .005 -.005 0 0 19 M10 .002 .002 0 0 3 M76 -.00 -.005 0 0 M11 00 002 0 0 39 � M77 L -.005 -.005 0 0 21 M12 L .002 .002 0 0 1 41 M79 -.005 -.005 0 0 23 M14 .002 .002 0 0 4 M -.00 -. 5 0 4 1 0 0 0 43 M t -.003 -.003 0 0 25 Mt6 l AO .002 0 0 45 M23 L -.003 -.003 0 0 27 M18 L A02 .002 0 0 46 M 9 -.0 3 28 M 19 00 0 47 ' M30 L -003 -.003 0 0 29 M42 H -.003 -.003 0 0 -0 - 49 M32 L -.003 -.003 0 0 31 M44 H -.003 -.003 0 0 0 M33 -.003 -.0 3 0 3 M 5 H - -.003 0 51 M34 l -.003 -.003 0 0 � 33 M46 H -003 -.003 0 0 53 M36 L -.003 -.003 0 0 ' 35 M48 H .003 -.003 0 0 M37 3 3 0 0 M49 H - -.003 0 0 55 M38 L -.003 -.003 0 0 37 M50 H -�003 -.003 0 0 M39 . 3 0 0 38 M51 -.003 -003 0 0 57 M40 L -�003 -.003 0 0 39 M52 H -.003 -.003 0 0 58 M114 -004 0 0 40 M53 H -.003 -. 3 0 59 M113 L -.004 -�004 0 0 41 M54 H -.003 -.003 0 0 60 M110 L -.005 -.005 0 42 M55 H -. 3 -.003 0 1 107 -.0 4 -. 4 - 0 63 M1C6 L -A04 -A04 7.85 0 45 M65 H -.004 -.004 0 0 64 M106 L -.004 -.004 0 15 46 M H -. 4 -004 0 19 4 . 4 i 47 7 .- - ' 67 M115A -.003 -.003 0 0 49 M69 H .004 -.004 0 0 114 -. 3 -.003 7 H -. 4 - 6 � M116 . 3 -.003 0 51 � M71 H -.004 - 4 0 0 _ � 4 71 M113A L -�003 -.003 0 0 � 53 i M73 H -.004 -.004 0 0 72 M112A -.0 3 3 0 0 54 M74 H - 4 -004 0 0 55 M75 H -.004 -.004 0 0 MemhPr Disiributed Loads BLC 7•Wi f210)1 M mb I ir i n nttutle F i n % n i n / 57 M43 L .002 .002 0 0 1 M6 H -.003 I -.003 0 � 0 I M� .002 . 0 0 0 59 M45 L .002 .002 0 0 7 - 3 - RISA-3D Version 11.OA [Y�.\...\...\..\..\StructurallRlSA\rev 1\handrail-10104030-Rev 1.r3d� Page 13 RISA3D Version 11.0.0 [Y:\...\...\...\...\Structural\RISA\rev 1\handrail-10104030-Rev LBd� Page 14 Company : Velocilel,Inc. June 18,2015 Company : Velocrtel,Inc. June i6,2015 Designer : Alex Bragg 9:51 AM Desgner : Alex Bragg 9�51 AM Job Number : 10704030 Watertank Hantlrall-Revision#t Checked By:Neal Turbow Job Number : 10104030 Watertank Handrail-Revision#1 Checked By:Neal Turbow Member Distributed Loads BLC 7:Wi(21011 fContinuedl Membei Distributed Loads BLC 7:Wi/210U lContinuedl M46 0 117 M115 H -.004 -.004 0 0 61 M47 L .002 .002 0 0 11 1 -.003 0 119 M106 H -�003 -.003 0 0 63 M49 L 002 002 0 120 1 -.003 -003 0 50 L .0 .002 0 0 121 M112 L .002 .002 S 0 65 M51 i L .002 A02 0 0 1 2 111 .002 .002 6 7 M53 L .002 .002 0 1 4 68 M54 .002 125i M110 � 00 002 0 .15 69 M55 .002 �00 0 0 126 110 .00 7. 5 0 M6 1 7 11 4 4 7. 71 � M64 L 002 .002 0 0 1 110 4 1 7 6 00 .00 0 129 M126 H -.004 -.004 0 0 73 M66 L A02 A02 0 0 1 0 M1 6 .0 . 0 0 75 68 .002 .002 0 0 - - 76 9 002 002 0 0 133 M113A l 001 001 0 0 77 M70 L .002 .002 0 0 i 134 M112A .001 .001 0 0 78 M .00 .00 0 135 M116A .001 .001 0 0 79 M72 .002 .002 0 0 1 01 M73 .0 .002 0 0 137 M114A L .001 .001 0 0 81 M74 L .002 .002 0 0 1 115A . 1 .001 0 M75 .002 0 139 M114A H -.002 -.002 0 0 M H - 2 3 141 M116A H -.002 -.002 0 0 85 M24 H -.002 -.002 0 0 4 117B M25 H -.002 0 143 M113A H -.002 -.002 0 0 6 - 0 e9 M28 H -002 -.002 0 0 Member Disiributed Loads BLC 8:Wi/33011 90 M29 H -002 -.002 0 � � � - - 1 1 A 0 93 M32 H ,002 -.00 0 3 94 M 3 - 2 _,pp2 p 3 M3 H .003 .003 0 0 95 � M34 H -.002 -.00 0 0 4 .00 3 0 3 3 97 '� M36 H -.002 -.002 0 0 7 M13 H .003 .003 0 0 98 M2 0 1 001 0 M14 03 003 0 99 �� M23 L .001 A01 0 0 � �101 ! M25 L .001 .001 0 0 �� M17 H .003 .003 0 0 102 M26 .001 .001 0 0 1 .003 103'�� M27 L .0 1 .001 0 0 03 4 8 1 105 M29 L . O1 .001 0 0 �5 Mt L .002 .002 0 0 106 M30 . 01 001 1 . 0 107 M31 L A01 .001 0 0 i �7 M3 L 002 �002 0 0 109 M33 L A01 I .001 0 0 �g MS � .002 . 02 0 0 11 M 4 1 .0 0 M 1 L 00 .002 0 111 M35 L A01 A01 0 0 2� � M13 L A02 .002 0 0 11 M 001 1 113 M114 L .002 .002 0 0 � 114 M115 .002 . 02 0 0 4 0 115 M106 L .002 .002 0 0 25 M17 .0 2 .002 0 0 16 108 L .00 .002 0 0 RISA-3D Version 11.0.0 [Y:l..\...\_.\...1Structural\RISA\rev t\handrail-10104030-Rev t.Bd] Page 15 RISA3D Version 11.OA [Y:1...\_.\_S._\Structural\RISA\rev 1\handrail-10104030-Rev 1.Bd) Page 16 Company : Velocitel.Inc. June 16,2015 Company : Velocitel.Mc. June 16,2015 Designer : AlexBragg 9'S1 AM Desgner : AlexBragg 9�.51 AM Job Number : 10104030 WateAank Handrail-Revision#1 Checked By:Neal Turbow Job Number : 10104030 Watertank Handrail-Revision#1 Checked By:Neal Turbow Member Distributed Loads/BLC 8:Wi l33011(Continuedl MPmhar Distributed Loads(BLC 8�Wi(33011(Continuedl r a I ir i n a - tl F n u n ibn % M e a el i e i R ude IJ M ni u i n 27 M19 L A02 002 0 0 84 M22 H 0 002 0 2 M20 .002 . 2 0 0 85 M23 H A02 A02 0 0 29 M41 ' H .003 .003 0 0 00 00 3 2 H .00 .003 0 0 87 M25 H .002 .002 0 0 31 M43 H .003 .003 0 0 M26 H .00 .00 0 3 M44 H .003 .003 0 0 89 M27 H .002 A02 0 0 3 H 003 � � 0 0 91 M29 H .002 .002 0 0 35 M47 H .003 .003 0 0 92 M .00 .002 36 M4 .003 . 03 0 0 93 M36 H .002 .002 0 0 7 M4 H .003 .003 94 3 3 95 � M38 H �002 .002 0 0 39 M57 H �003 .003 0 0 96 M39 H .002 0 40 M58 H .003 .003 0 0 97 M40 H �002 .002 0 0 41 M59 H 3 � p 99 M22 I L .001 .001 0 0 43 � M61 H .004 .004 0 0 100 M 3 . 1 001 0 44 M62 H .004 0 0 �101 M24 L .001 D01 0 0 45 M64 H �004 A04 0 0 102 M25 .001 .001 0 4 103 M26 A01 A01 0 0 47 M66 H .004 .004 0 0 1 M 7 . 1 .00 0 4 7 H .004 0 105 i M28 .001 .001 0 49 M68 H .004 .004 0 0 1 M 9 . 1 .001 4 107 M30 L . 01 .001 51 � M76 H .004 .004 0 0 1 1 �1 5 M77 H .004 0 �109 M37 L A01 .001 0 0 53 M78 H .004 .004 0 0 110 M38 L .001 . 1 0 0 111 M3 I . Ot . 1 55 M80 H .004 A04 0 0 � 4 56 M41 L .002 .002 0 113i M110 H .004 A04 0 0 57 M42 ' L .002 .002 0 0 i 114 M11 H . 3 .003 0 1 M1 3 3 0 59 M44 L .002 .002 0 0 1 0 60 M45 00 0 117 112 L 002 002 0 0 61 � M46 i L .002 �002 0 0 i 118 M111 .00 . 0 0 62 M47 .00 .00 119 M115 H .003 A03 0 2 63 M48 L .002 002 0 0 1 0 1 0 64 M49 .002 .002 0 121 M115 L .002 002 6 0 65 M56 L .002 002 0 0 122 M115 .00 .00 0 2 66 57 .00 .002 0 0 123' M113 H A03 A03 0 1.7 M 00 0 0 4 125 M113 � H .003 .003 6.3 0 69 i M60 L 002 002 0 0 1 6 M114 003 003 6.3 0 70 M6 002 002 0 127 M113 L A02 002 6.3 0 7 129 M113 � .002 .00 0 17 73 M65 L .002 .00 0 0 3 M114 �� 7 M .00 .0 131 M119 .002 �002 0 0 75 M67 . 02 .0 2 0 133 M126 H A04 .004 0 0 77 ' M69 L .002 .002 0 0 1 M1 6 .002 78 M76 L .00 .002 0 0 �35 M�15A H A02 .002 0 0 79 M77 L .002 A02 0 0 36 M114A H 0 .00 �137 M116A H .002 .002 0 0 81 M79 L .002 A02 0 0 138 M117B H .002 .00 0 8 M80 00 .002 0 139- M116A L .001 .001 0 0 83 M21 H .002 .002 0 0 _I 140 M1178 001 .00 RISA-3D Version 11.0.0 [Y:\_.\_.\._\...\Structural\RISA\rev 1\handrail-10104030-Rev LBd] Page 17 RISA-3D Version 11.OA [Y�.l_l..\...\_.\Structural\RISA\rev 1\handrail-10104030-Rev 1.r3d] Page 18 A W � N A W ; W cND W v N W �O� N� �W N�O�m V W d A o O n N ' Zb� D � � � 33 ���`' m O [n A N 3 - D , _ � oD< r � � 3 � � 33� � o�i � 33� 333 3� 33 333 33 3 oW�� a � � Q � � � �� � � _ o pp H � � -� O��JJ�O o --��0 0 0�� � A W O O J J d� W O J O l � V i V O V U� V W A� N V W A W A W-�f W r � r 2 N i � C � � � N � C � O � m X X X X X X � {j{ j�j �� � j{ .�{ j{{ oo � a � _ Da m - < � J � s. m - � o � n o , m '� o� ��, �� o���� �� o� o �� oo� oo� � o�� ' oo � o� O A A N N N p �' g � W O W W � p J N N 01 t0�D CO � N m A J V V�I V la !a A� W O � � O < W n�O a �➢,p �;rn m J A G � v00 W � N AAN N1 A A A d "'N W W V V m O Z N � O y � c f0 $ A � � � V N W N� � � A V�(�1� W W� ODJ A W (Df v�(T 1 A W O(OOD V f(l� QOn u D 3 - z a'v 3`�° < � � � � � � p o➢< � r -- J 3 3�� 3 � 3 33 3� � � � � 333 o�i �3 � 3 3 oa��. o � ' �o���� �� �.�� op o Q .�� �o�o�o - NU00(n(n00 �d W A N(nf�00 !AA A W O�f O� 'N(n��0�10 V �l � � { ('� i W � � � N � N � c d o m c � p� N X N X N N N X N N X X X X X X X A = � D m - A S - N - � j. R N � . g �W�, �' � �A A ��� .� p O O A A A J�V � O� O1 p��N ��(�T p ' � . O V� J._.W � m v� (J W A �� � Nl �AA �AA N W N-+ O� O Ow O .77 < W ry m a � sD� �;rn v� W A ��N Gdl AA�N N W� O 0� O W 6�00 � N� mNdA N � Z v� V � � N O E Company �. Vebcdel,Ina June 16,2015 Company : Velocdel,Inc. June 16,2015 Designer �. Alex Bragg 8:57 AM Desgner t Alex B�agg 9:51 AM Job Number �. 10104030 Watertank HanOrail-Revision N7 Checketl By:Neal Turbow Job Number � 10104030 WateAank Handreil-Revision#1 Checked By:Neal Turbow Mgmhni PniM/narlc/RI C 3•W/?1011/Cnnfinued) Member Point Loads BLC 4•W(330U lContinuedl mb I i �n M n�tl -ft ion ° r ir i n n� 43 M110 X A07 6.5 � 41 � M119 __X__ _ .033 0 44 M110 -.012 6.5 42 M119 Z � 057 I 0 I 45 M115 Z -.017 5.5 46 M115 01 5.5 Member Point Loads(BLC 5-Dil 47 M107 X .051 .15 � i i M � ae k - io r 48 M107 051 7.85 � � � M11 Y -.1 1 8 4 -A 1 -1 5 - 3 M108 Y -.161 8 51 M107 Z -.057 LS q ry� pf -161 8 52 M107 X .033 1.5 5 2 -16 3 M107 -.�8 4 - 7 � � 7 M108 Y -.161 0 55 M107 Z -A17 6 5 8 M106 Y -.161 0 M107 X .01 6.5 � g M��q Y -.093 6.3 Member Point Loads BLC 4•W l330U i i nni ia Y 093 �.� Mem er I i i d k k- ti n 1 M11 Y - 3 1 J 1 M111 X .045 � 0 13 M107 Y -188 .15 1 1 -.1 8 3 M111 X �045 8 15 M107 Y -.188 7.8 4 M1 . 5 16 1 -.1 8 5 M111 Z .078 S 17 M115 Y -102 6 7 M111 .07 0 1 1 8 -0 4 � � pg -0 4 9 M113 Z .061 6.3 21 M112 Y -.023 4 -0 1 1 3 . 1 114 - 4 � 4 1 - 13 M113 X .035 17 25 M107 Y -.1 L5 14 M174 X .035 1.7 M110 Y -.1 1.5 1 M11 .0� 6.3 7 115 Y -.1 S 11 8 1 7 - 17 M110 X �051 7.85 29 M110 Y -.107 4 18 M110 .051 .1 30 M115 Y -.107 4 1 1 8 1 107 5 1 - 21 M115 .065 6 33 M115 Y -A32 5.5 M115 065 M 1 -. 9 0 1 4 Mcmhar Pnint I narle ia�r 6•�I901) _ 25 M111 Z .01 4 Member Labe� Direction Ma nilutle k k-R ocation ft% nnii > > Mios x ozs o 27 M111 X .006 4 2 Mt07 � -.029 0 � 4 � _ 29 M115 X .018 2.5 p� - 30 M11 .031 2.5 5 M113 X -.016 6.3 31 M110 Z .057 �.5 6 M�� -.016 6.3 11 16 7 33 M115 X A00517 4 � - 34 M 15 ����8� g M110 X -.032 7.85 35 M110 Z .048 4 � M� -.0 2 7.85 � 11 M106 X -. 32 .15 7 1 X 7 1 - 5 13 M113 X -.004 4 39 M110 Z �017 � 6.5 14 M 14 X -.004 4 4 � M107 X -.017 1.5 RISA3D Version 11.0.0 [Y�.\..\._\_.\..\Slructural\RISA\rev 1\handrail-10104030-Rev 1.Bd] Page 21 RISA3D Version 11.0.0 [Y:l..\...\...\...\Structural\RISA\rev 1\handrail-10104030-Rev 1.r3d] Page 22 Company : Velocdel,Inc. June i6,2015 Company : Velocael,Inc. June 16,2015 Designer : Alex Bragg 9:51 AM Desgner : Alex Bregg 9:51 AM JOD Number : 10104030 Wa�ertank Hantlrail-Revision#1 Checked By:Neal Turbow Job Number : 10104030 Watertank Handrail-Revision#1 Checketl By.Neal Turpow Member Point Loads BLC 6:Wi(9011 lContinued) Member Poini Loads BLC 7:Wi l21011(Continued) 0 1 M11 -. 17 11 .003 5 17 M110 X -.016 4 45 M115 Z -.004 SS 19 M110 X -A05 6.5 47 M107 X 016 .15 0 M10 X -.005 5 M107 .016 7. 5 21 Mt 19 X -.049 0 49 M107 Z -.028 7. 5 1 7 - 23 M115 .017 51 M107 Z -.014 1.5 4 M115 -. 17 5 M107 X .5 25 M115 -.016 4 53 M107 X A08 4 X - 55 M107 X .003 6.5 Member Point Loads(BLC 7:Wi/2101) Mt0 - 4 m " M - Member Point Loads BLC 8:Wi(33011 i Member Label Direction Ma n utle k k-ft L cation ft% 3 M106 X .015 8 7 M111 .025 8 4 M .015 S 1 25 111 . 15 0 111 . 5 1 1 1 7 M106 X .015 0 5 M111 X .015 0 M108 .015 M11 1 1 1 01 11 M106 Z -.025 0 9 M113 Z .014 1] 2 M1 Z -.025 0 10 114 014 7 1 � 0 15 M106 Z -A25 8 13 M113 .008 �3 16 M108 -.02 14 M114 .0 8 .3 17 M114 .008 1.7 15 M113 X .008 17 1 4 19 M114 Z -.014 6.3 17 M110 Z A28 .15 M114 -.014 18 110 .0 8 7.85 21 M110 X .016 .15 19 M110 X .016 7 SS 1 0 1 1 5 M115 X 008 2 3 M115 X .008 6 4 7 1 - 5 6 1 29 M114 X .002 4 7 M1 1 X .002 4 1 1 1 10 .00 4 9 M1 0 0 1 1 4 5 33 M106 Z -A03 4 31 M115 Z A14 2.5 M108 -.003 4 3 M110 14 1.5 3 11 -. 14 1.5 1 37 � M115 X A08 2.5 35 M115 X A08 4 38 M110 X 008 1.5 36 M1 0 X 008 4 � p i 1 t 41 M110 -.014 4 39 M110 X .003 6.5 4 M11 -.014 4 M11 .003 5.5 4 110 . 3 4 M11 . 4 _ RISA3D Version 11.0.0 [Y:l_\_.\._\...\Structural\RISA\rev 1\handrail-10104030-Rev 1.Bd] Page 23 RISA3D Version 11.OA (Y�.\...l..l..l_\Structural\RISA\rev 1\handrail-10104030-Rev 1.r3d] Page 24 Company : Velocilel,Inc. June 16,2015 Company : Velocdel,Inc. June 16,2015 Designer : Alez Bragg 9:51 AM Desgner : Alez Bragg 9�.51 AM Job Number : 70104030 Watertank Hantl2il-Revision#1 Checked By:Neal Turbow Job Number : 10704030 Watertank Handrail-Revision N7 C�ecketl By:Neal Turbow Member Point Loads(BLC 8:Wi(33011 IContinuedl Envelone Member Section Forces( ontinuedl m b i in - i M r il h k k T u - me .. - Mme . 4 M119 Z 0 28 min -.04 3 -.0 4 2 -.0 2 -.031 1 -. 23 29 5 max 284 2 D65 11 .002 � 3 0 6 A56 5 032 2 Member Point Loads/BLC 9:LM ' " - � 31 M4 1 max .568 2 .119 5 09 1 0 4 117 2 � .055 5 r i �^ 32 min -.087 3 -.245 2 - 5 -.07 5 -.14 2 1 M6 z z �50 33 2 maxi S59 � 2 .127 5 .072 1 0 4 .056 5 .191 2 -0 - - Member Point Loads(B G 10•Lvl - ss s max sai z � oss 5 oiz s o a oas 2 oas � el i i k- �o min -11 3 -.013 10 - 7 0 11 -.0 9 5 7 1 M6 Y -2 °h50 0 37 4 max .672 2 � .043 �� 5 .012 3 0 4 .018 3 A54 3 i -. - � - - 39 5 max .663 2 058 11 .012 3 0 4 .076 S A57 3 LoadCombinations 4o min -.it8 3 00 2 -.�os 2 o i� -.t55 2 -.�61 n i n P Fa. F . C 41 MS 1 max .945 2 .015 3 .092 2 A02 3 .039 10 098 3 1.2 +1. W+ h 90 Yes 1 1. I 1.6 9 -1 - + . +0 5 es 1 43 2 max .942 2 A22 3 .071 2 002 3 .006 2 .05 3 3 '12D+�.6W+Q5Lh 210 �es Y 1 12 3 1.6 9 .5 min -.188 3 -.08 2 -0 3 -.00 -.015 -. 51 + + es 45 3 max .938 2 A29 3 .OS 2 .002 3 .005 3 .036 9 �. + + 5 h 3 Yes 4 1 � min -.188 3 -07 2 -0 -003 2 -.02 2 + + 3 es 4 47 4 max� .935 2 .044 9 .028 A02 3 .017 3 116 1 7 12D+Di+W+QSLh 90 Yes y 1 12 5 1 6 1 9 .5 min -.1 3 -.06 -.0 -. -. - 3 4 + i+ i+ es � 5 49 ' 5 max .932 2 .074 9 .023 6 .002 3 .067 11 .192 2 g i2�+oi+w+os�n�2io> ves Y 1 12 5 1 7 1 S min -.1 3 -.OS - - -. 8 -.1 1 4 � 12D+Di+Wi+0.51v 210) es Y 1 12 5 1 7 1 10 .5 51 M6 1 max 1.07 A �454 .01 4 A79 3 .115 1 �� 12D+Di�W�O 5Lh(330) es Y 1 12 5 1 8 1 9 .S mi -1 -1. -17 -. 1 ' 11 '1 � 1.2D+Di+1M a O.SLv(330) es y � i 53 2 max 1.156 2 -A28 1 � A24 4 .003 2 A58 2 235 2 54 min -327 3 -.112 4 -. 8 1 -.002 3 --00 11 -2 7 3 55 m x 1.15 . 2 . 44 3 . 0 - 3 3 -33 -. 4 5 - - -1 Envelove Member Secfion Forces 57 4 max 1 162 2 074 8 081 3 003 2 -A03 6 091 2 r � i c h u k- 58 min -.337 3 -. 11 3 -.076 2 -.0 2 3 -.036 1 -.069 t M1 1 max .5 A1 . 47 . 02 6 A 2 A 5 x 1.1 .1 3 8 3 0 0 1 4 - -� - 3 2 max .514 6 ' A23 5 028 6 A02 6 026 2 .03 3 61 M7 1 max 892 2 .576 2 373 1 .002 4 241 3 .136 1 4 min -07 3 -.033 8 - 0 -.054 -.03 2 min -.11 -.934 -.0 3 4 -.Ot 1 -. 4 2 -.134 4 5 3 max .519 6 .031 5 A09 6 .002 6 0 4 .031 7 � 63 2 max .821 2 .11 2 0 9 .007 .112 3 .399 1 i - � - - � - 7 4 max 523 6 .038 5 -.001 10 .002 6 029 5 038 2 65 3.max 829 2 .717 2 A03 3 .007 2 .033 3 201 1 8 min -. 78 3 -Ot 2 -.01 0 -.025 2 - 5 66 min -. 18 3 -.071 3 -.08 2 -.001 3 -.016 1 -.0 4 9 5 max .528 6 ' .068 11 -.001 10 .002 6 .053 � S .036 2 67 4 max .838 2 125 2 A08 3 A07 2 044 2 .06 3 11 1 m 9 1 0 - 69 5 max .847 2 .132 2 013 3 007 2 .06 2 134 3 i _ - - - - 70 min -. 4 3 -.057 3 -.122 -. 1 3 -.087 -.30 13 2 max 282 6 .019 5 .023 6 0 2 .029 �� 2 ' .01 11 71 MS 1 max .498 2 .023 2 .039 2 .001 1 .081 3 .002 5 15 max A 6 5 . 1 0 004 6 1 73 2 max .509 .03 .029 2 .001 1 039 3 .018 9 74 min -. 7 - 3 -07 -. 8 17 4 max 307 6 037 11 0 10 0 2 038 5 A1 2 75 3 max .52 2 .038 2 .018 2 .001 1 0 3 .04 3 �g 5 01 77 4 max .531 2 .045 2 007 2 .001 1 038 2 057 3 n - 4 5 -021 3 -.0 3 0 -.036 -. 4 21 M3 1 max 328 2 .009 5 024 1 0 6 O58 2 .028 5 79 5 max .542 2 .067 8 0 12 .001 1 091 2 .061 3 Bp min -.044 5 -.014 -.015 0 4 - 9 3 -.174 1 . 1 . 1 81 M9 1 max 231 2 .008 2 .025 4 0 3 .056 3 -.009 6 4 min -.04 3 -.041 8 0 10 0 1 -.028 5 -. 6 2 82 min -.0 8 5 -. 6 9 11 0 -.066 -.0 8 � 25 3 max .306 � 2 .023 5 .002 � 1 0 6 .003 2 .026 1 83 2 max 24 � 2 .016 2 � A13 2 0 3 .035 3 .007 9 i - &4 mi -02 5 -.036 9 0 11 0 -.0 6 -017 1 27 4 max 95 2 .035 11 .0 2 3 0 6 .0 5 • 6 . 25 2 RISA3D Version 11 AA [Y-.\._1_.\_.\...\Structural\RISA\rev 1\handrail-10104030-Rev 1.Bd] Pa9e 25 RISA3D Version 11.OA [Y:\_.1...1...\...\StructurallRlSA\rev 1\handrail-10104030-Rev 1.r3d] Page 26 Company : Velocdel,Inc. June 18,2015 Company �. Velocitel,Inc. June 16,2015 Designer : Alex Bragg 9:51 AM Desgner : Alex Bragg 9:51 AM Jo0 Number : 10104030 Watertank Handrail-Revision#7 Checked By:Neal Turbow Job Number �. 10104030 Wate�ank Hantlrail-Re�slon#7 Checketl By:Neal Turbow Envelove Member Seciion Forces IContinuedl Envelone Member Section Forces lConiinuedl h - 85 3 max 249 2 .023 2 A09 2 0 3 .008 4 .039 3 14 in -0 -. 4 11 4 - -14 3 min -.0 8 5 -0 7 3 -.00 3 0 6 143 2 max .534 3 .02 4 A39 3 0 5 �041 6 A4 6 87 4 max . 57 2 .035 8 � .005 2 0 3 031 O55 3 - - - - 88 min -.0 8 5 -.02 3 -.015 3 -.0 7 3 -.047 2 145 3 max .535 3 .027 4 A27 3 5 .011 6 .062 6 89 5 max . 66 2 .065 8 0 6 0 3 .07 2 .049 3 in -.0 -.0 1 5 -. 9 4 -.02 9 -1 90 min . 6 5 -.013 3 -.029 3 0 -.067 -.08 2 147 4 max .537 3 .035 10 .016 3 0 5 .038 4 .065 6 1 1 4 4 - - - - -.t 5 1 149 5 max .538 3 .065 1 .004 3 0 5 .089 4 .04 6 93 2 max 312 ! 4 �� .008 2 .014 3 0 3 033 3 011 6 m -.012 2 - -.031 6 0 4 -.061 -.14 3 94 min -.034 5 -.034 9 0 12 0 2 -.017 .004 151 M16 1 max . 31 3 �008 3 A 9 4 0 6 .045 1 .01 3 5 3 30 4 1 3 . 1 0 - - - - - i . 1 . 5 4 2 1 153 2 max 236 3 .015 3 .018 4 0 6 .017 6 .022 4 97 4 max 302 4 A33 8 003 5 0 3 .02 2 .036 3 1 min - -. 3 1 0 7 - 3 -.0 5 . 02 5 98 in -.034 5 - 13 4 4 0 -.0 -.Ot 155 3 max 241 3 A22 3 .007 4 0 6 .008 4 A26 12 mt - - - - - 4 1 7 4 max 245 3 .035 9 0 2 0 6 .038 4 .023 6 101 M11 1 max 481 4 -.004 2 015 3 0 5 051 3 0 5 6 15 m� -. 09 -. 6 -. 15 5 -. 1 -.018 5 - 102 min -.065 5 -.001 2 0 2 -.008 -1 159 5 max 25 3 .064 9 0 2 0 5 4 .004 6 103 2lmax .482 4 004 2 .001 9 0 5 .028 3 .032 6 1 0 min - 001 -. 2 5 -. 1 3 - -.054 - 4 161 M17 1 max . 74 5 A11 3 .022 5 0 6 �043 12 A54 3 105 3 max 483 4 Ott .001 5 0 5 003 6 .03 6 min -.01 - 1 0 7 3 -.049 3 -.061 6 1 mi . 5 5 -.017 3 -.0 4 4 -.021 -064 3 163 2 max .271 5 .018 3 .009 5 0 6 .016 6 . 49 4 107 4 �max� 485 4 . 33 8 .001 5 0 5 .014 .021 5 64 min -01 2 -.03 12 0 7 -.023 3 -.019 i 5 16 ma 5 6 4 4 3 109 5 max� 486 4 .063 8 001 5 0 5 .OS 8 005 5 1 m� - 1 - - - 1 1 - 5 -0 -.1 -.135 4 167 4 max 264 5 �036 9 .002 2 0 6 038 4 .011 2 111 M12 1 max .773 4 -.002 6 054 3 0 5 A47 3 .011 6 16 m'n -. 1 - -01 6 3 -.021 -00 5 1 7 113 2 ma 777 4 .005 6 .036 3 0 5 .012 3 006 8 - - - - 14 m'n -. OS -.0 5 3 -.017 6 -0 9 -18 3 171 M18 1 max .382 5 .012 3 A2 5 0 4 .044 12 .06 3 115 3 max .78 4 . 13 6 .018 3 0 5 -.009 6 .019 7 1 min -.078 4 -.063 -.006 4 0 5 -.038 3 -104 - 4 6 5 117 4 max 784 4 A33 1 .01 5 0 5 011 6 0 8 1 i - 4 -. 3 - 4 0 - - 118 min -.133 -.002 10 -.004 4 -.093 - 5 175 3 max .373 5 .0 7 3 .002 3 0 4 0 2 .027 10 19 5 max 787 4 .062 1 A23 5 0 5 A53 6 .051 3 176 min -.047 4 -. 17 6 -.011 6 0 -,0 11 -.043 120 min -.146 -A5 -.018 4 4 -.163 3 -0 P7 4 max .369 5 .037 9 .006 3 0 4 .035 3 .009 121 M13 1 max .926 3 -.013 2 AS 4 003 5 .168 5 -.009 3 in - 31 4 - - 0 - 5 - 1 2 min -.0 7 5 2 5 -. 15 4 -.1 9 4 -1 6 179 5 max .365 5 .066 9 .01 3 0 4 .084 3 -�006 2 123 �2 max .987 3 .062 4 018 6 0 3 .16 5 .621 4 1 mi - - -.04 0 5 -.088 6 -. 8 1 4 min t -1 . 1 3 0 6 . 5 - 9 181 M19 1 max �509 5 A21 3 .084 6 0 2 .046 8 .037 3 - , - - , - - - - 4 !183 2 max 505 5 0 S 3 A66 6 0 .011 6 .003 11 127 '4 max 995 3 .076 4 026 6 0 3 144 4 .398 4 184 min -.1 4 -. 5 -.039 -. 03 5 -.026 -. 37 4 128 in -. 3 6 -.16 5 -.052 6 -154 -. 03 7 185 3 max . 0 5 .036 3 .048 6 0 2 .022 5 .086 6 8 .1 0 - 4 - - - - - i 6 -7 7 -4 9 -14 187 4 max .499 5 .043 3 .03 6 0 .023 .169 131 M14 1 max 966 3 .074 3 .016 5 005 3 .065 6 133 4 188 min -.1 7 4 - 5 -.Ot 3 - -.04 -167 13 min -.14 6 -.067 1 -005 4 6 -.159 -.051 189 5 max . 89 6 .663 3 .135 3 006 5 .086 3 .186 1 3 max .96 A8 1 0 5 0 1 4 9 i -1 - - - - - 1 m�n -.15 -. 4 - 1 -0 191 M20 1 'max! 722 6 .053 5 .087 6 0 2 .088 2 .142 5 135 3�max .973 3 .089 3 -006 5 005 3 0 6 .061 6 1 in -1 6 -.117 - - 5 - 1 min -.165 6 -.034 6 -.0 1 4 -.02 3 -.0 193 2 max I 721 6 .061 5 .068 6 0 2 A21 6 .164 6 137 4 max .976 3 .096 3 A01 5 005 3 .033 4 .098 6 1 min -.1 -11 . 04 - - 1 1 -0 � - 4 195 3 max .698 6 .12 5 A23 1 .005 6 .104 2 .356 6 139 5 max 979 3 .103 3 0 7 005 3 085 3 1 1 6 1 min -.197 1 -. 13 2 -.111 6 -.0 1 1 .001 3 -.1 1 140 min -.19 -.02 6 -.057 4 -. 2 6 -.055 6 -.377 3 �-197 4�max .696 6 .127 5 .024 1 I .005 6 .02 6 .097 6 14y_ M15 1 max .533 3 .013 4 .O5 3 0 5 .068 6 -.001 6 1 min -.2 1 -.10 -.1 6 -. 1 1 -.002 9 -. 9 1 RISA-3D Version 11.0.0 [Y:\...\...\...1_1Structural\RISA\rev 1\handrail-10104030-Rev t.r3d] Page 27 RISA3D Version 11.0.0 [Y:l..\._l_\...\Shuctural\RISA1rev 1\handrail-10104030-Rev 1.Bd] Page 28 Company �. Velocitel,Inc. June 1fi,2015 Company : Velocdel,Inc. June 76,2015 Designer �. Alex Bragg 9:57 AM Desgner : Alex Bragg 9:51 AM Job Number : 10104030 Watertank Handrail-ReNsion#1 Checked By:Neal Turbow Job Number : 70104030 Watertank Handrail-Revision#1 Checked By Neal Turbow Envelone Member Section Forces! onfinuedl Envelone Member Section Forces( ontinuedl ha e T u mn.. M �1 h a k h k To u - e - e .. 199 5 max .695 '� 6 .135 5 A24 1 A05 6 A22 9 .124 2 2 in .042 5 -.313 3 -.1 2 5 0 -.07 -118 200 min -204 1 -.098 -.1 6 -.001 1 -.069 2 -.19 5 257 4 max 269 10 238 ' S '� .097 4 .001 4 .02 4 247 4 201 M21 1 max .119 6 .196 2 .012 12 A03 3 .115 5 .141 2 i 7 -. 7 - - 8 - 202 min -.066 1 - 5 -.018 3 -.007 6 -.1 2 -.1 259 5 max 283 10 245 5 .093 4 .001 4 .038 6 .457 4 203 2 maxl .126 12 205 2 .012 8 .003 3 -A01 3 .027 2 260 min .051 5 -283 4 -.144 5 0 -. 3 3 -.3 1 5 204 min -.06 1 -2 5 5 -.01 3 -.007 -.009 2 -.034 '261 M27 1 max .129 9 225 6 .136 3 � 0 8 .19 3 .131 6 5 m 3 1 . 14 4 . 06 �� - 14 mi - - - - - -� _ _ _� 5 - 263 2 max .143 9 233 6 .129 3 0 8 .015 � 3 A54 3 �207 4 max 254 12 .175 2 .044 � 4 .002 1 .023 2 .008 4 264 min . 6 -.448 -.041 6 -.007 3 -.006 6 -.02 208 mfn -.0 5 1 -.081 5 -117 5 - 6 -.OFi1 5 -.109 5 265 �3 max' 264 10� .3�6 5 .123 3 006 6 .104 � 5 .377 3 9 5 max . 69 �1 .184 .044 4 1 .115 I 2 A 1 4 � -4 -t t - 7 -.1 7 - i -.0 1 -.0 - - - -14 1 267 4 max 279 10 296 5 A93 4 .006 6 A13 4 269 4 '211 M22 1 'max 724 3 � .104 6 .068 3 0 5 03 3 .087 6 268 min .03 5 -.314 4 -.147 5 -.006 3 -.017 5 -20 5 212 min -.478 6 -.09 3 -.136 6 -.007 4 -.095 -.095 3 269 5 max 294 10 .305 5 .086 4 .006 6 .068 6 A97 4 1 max .7 1 . 74 3 14 i _ _ _ _ _ 5 �271 M28 1 max .306 4 275 6 A29 5 0 2 146 4 219 5 215 3 max ]88 3 .13 6 .193 4 .014 3 .087 2 .099 � 3 272 min -.678 5 -.148 3 -.1 4 4 -.0 5 3 -.18 5 -.11 4 216 min -.50 6 -.163 - 6 5 0 1 -.OS 5 -1 6 273 2 max .31 i 4 283 6 .03 5 0 2 0 1 .079 5 217 4 max ]93 3 .13 6 �199 4 � A14 3 .052 4 235 4 274 min -.674 -.15 3 -.182 -.015 - 3 -.1 4 275 3 max .315 4 292 6 . 44 2 A1 6 .167 5 .145 5 219 5 max 797 3 12 6 OS 4 .014 3 .14 444 4 76 mfn -. 7 -. 8 4 -. -. 1 -. 8 4 -. 4 0 min -.4 -17 3 - -.1 - 277 4 max 278 10 211 5 A42 01 6 048 6 023 6 221 M23 1 Imax .�21 12 .148 6 .034 3 .004 5 .077 3 .065 6 78 min - 5 - - -.014 -.1 1 3 - 3 27g �5 max . 9 10 � 19 A4 .Ot 6 .162 5 A 223 2 max .135 12 149 6 A37 3 .004 5 .009 3 .017 3 0 � - - - - 4 -. 4 - 224 min .025 3 -.16 .004 6 0 8 -005 -. 1 6 '28� M29 1 'max .422 5 203 3 A9 5 A19 4 .009 2 .074 5 �225 3 max 255 8 21 5 .142 4 .006 5 A82 6 .132 3 82 min .007 4 -.018 8 -.19 4 -. 1 5 -.139 5 -A27 8 3' m 427 5 . 1 4 227� 4 max� 269 8 165 6 173 4 A06 5 .03 4 21 4 ��. �� - - - - 2 8 min .077 3 -.251 -.1 8 5 - 4 -.013 5 -.13 5 285 3 max� .495 6 26 3 .174 6 .019 4 .105 5 .134 5 229 5�max 284 8 .166 6 .177 4 .006 5 A84 2 .45 4 86 min -.037 3 -. 6 -.337 3 -.01 5 - 3 -.386 4 i - - - 5 7 m 4 .1 . 7 1 6 231 M24 1 max .12 12 .118 6 051 5 .004 3 .105 3 .068 6 i - - - 3 -14 - 32 min .0 1 -.18 3 -.002 -.001 -.088 6 -1 3 �289 5 max� SO4 6 258 3 .155 6 A11 4 .185 5 261 6 233 2 max .135 12 .122 6 .043 S .004 3 .006 5 .027 I 5 min -0 -.102 -. 0 7 -.193 4 - 7 3 234 min 1 1 -.189 3 -002 -.001 6 -.003 B - 7 10 291 M30 1 Imax .1 7 10 283 3 .086 4 .008 6 .024 2 i .138 3 '235 3 max 253 12 .186 5 .065 4 .002 5 .097 5 .109 3 �� -� -� � - 236 min .062 1 -. 58 4 -.026 -.008 4 -.102 4 -.006 8 293 2 max .141 10 285 3 A78 4 .008 6 .002 2 A25 3 237 4 max' 268 12 .156 6 .088 4 .002 5 .018 6 .106 4 294 min .027 5 -.054 A1 7 -.003 5 - 8 2 min .066 1 -. 45 3 - 5 -. 8 4 -.007 3 -025 5 295 3 max 261 10 .321 3 .093 2 A07 4 203 3 .126 3 . 8 1 .1 8 4 . 0 .067 - � - '� 3 ' � _ _ q _ _ 297 4 max 275 10 215 3 .102 2 .002 4 .035 4 .102 2 241 M25 1 max .119 8 .102 6 .022 5 .004 3 .109 3 .062 6 298 min .074 5 -.141 -.08 -. 13 5 .0 2 9 -. 7 242 min 0 6 3 -.1 3 -.004 2 - 6 -.O6 -.11 3 299 5 max 29 10 217 3 105 2 002 4 108 3 241 2 q .t . 1 . 4 14 - 301 M31 1 ma .1 8 .179 3 .064 4 0 2 051 .11 3 245 max 252 8 191 5 043 4 .0 3 .07 5 141 '� 3 min 4 - -. 14 - -.1 4 -. min 4 5 - - 4 -. 9 303 2 max �134 8 .184 3 .057 4 0 2 .017 4 .043 4 247 4 max 2 7 179 5 O55 4 6 .1 4 ! - ' q _ _ 305 3 max 254 8 272 3 .092 2 0 2 144 3 142 3 249 5 maz� 281 8 � 184 5 A54 4 � 0 5 A51 6 272 4 306 min .055 -.18 - 5 3 -.00 -.0 -. 14 6 250 min .069 3 -. 42 4 -099 -.003 4 -.111 3 -.2 5 307 4 max 269 8 222 3 �107 � 2 0 6 A29 4 .126 2 �251 M26 1 max .119 -10 .155 6 .096 3 .00t 4 .136 3 .091 6 308 min .06 - 2 -.097 3 -.001 3 -.004 5 -.0 3 309 5 max 283 8 226 3 .107 2 0 6 .097 3 289 2 �253. 2 max .134 10 I 162 6 .092 3 .001 4 A2 3 .06 3 � 10 min .064 5 -.19 -.105 3 -.001 3 -.03 -.2 3 2 min .0 5 -.306 -024 6 0 -.007 6 -. 1 311 M32 1 max .121 8 .175 3 .052 . 2 .003 2 .082 2 .107 3 255 3 max 254 10 254 5 .088 3 .001 4 .117 3 283 3 312 in 02 -.1 4 2 -.013 -.004 3 -.103 -.1 RISA30 Version 11.0.0 [Y�l..\...\_.\...\Structural\RISA\rev 1\handrail-10104030-Rev 1.Bd] Page 29 RISA-3D Version 11 AA [Y:l..\...\...\...\Structura�RISAVev 1\handrail-10104030-Rev 1.r3d] Page 30 Company : Velocilel,Inc. June 16,2015 Company : Velocitel,Inc. June i6,2015 Designer : Aiex Bragg 9:51 AM Desgner : Alex Bragg 9:51 AM Job Number : 70104030 Watertank Hanerail-Revision#1 Checketl By:Neal Turbow Job Number : 10104030 Watetlank Handrail-Revision#7 Checketl 8y:Neal Turpow Envelone Member Section Forces/Continued) Envelone Member Section Forces lContinued) � 313 2 max .135 8 .182 3 AS 2 A03 2 A11 2 A28 2 min 04 3 -. 49 1 -01 1 1 314 min .0 7 -.182 -. 13 - 13 5 371 M38 1 max 228 2 291 2 A29 6 005 5 .121 5 168 2 315 3 max . 56 6 .29 3 .11 2 003 2 105 3 .159 2 316 min . 9 -. 54 -.104 3 -.004 -.017 6 -.092 3 373 2 max 232 2 296 2 .028 6 005 5 18 5 017 2 317 4 max 271 8 264 3 .131 2 .004 4 .023 2 .199 2 � 374 mi -. 77 5 -. 1 5 -.025 3 -. 2 2 -.015 -0 1 3 318 min .054 -. 4 -.142 3 1 -.005 5 -.139 3 37 3 max .263 8 .337 2 .077 6 .006 1 .162 2 .137 5 - 4 - 4 377 4 max 278 8 259 114 006 1 .015 .159 6 �321 M33 1 max .122 8 216 ! 3 .1 2 003 2 135 12 7 in -. 35 5 . 9 5 -11 1 -. 07 -.01 3 -. 3 3 2 min .0 8 3 -.304 -.015 3 5 3 -.11 3 -.172 379 5 max . 93 8 264 .113 6 .0 1 .096 2 .351 6 I 37 8 4 7 4 - 1 381 M39 1 max 124 7 202 2 041 6 005 5 105 5 114 2 325 3 max 258 8 .31 3 103 2 007 4 116 2 284 2 8 in -. 08 5 -.01 -.129 2 -.116 6 in 5 3 -.33 -1 1 - 1 - 49 383 2 max .139 7 21 2 .038 6 005 5 009 6 .025 6 7 4 7 1 4 385 3 max . 59 8 258 2 A46 6 .006 1 136 166 6 329 5�max 287 8 .301 3 13 2 007 4 89 4 522 2 386 min 06 3 -. 3 5 -.0 2 1 -.007 -.096 -.036 3 330 min . 1 3 -. 07 2 -. 32 3 -.00 1 -. 7 -411 387 4 max 274 8 239 2 .058 6 .006 1 .027 2 .131 6 331 M34 1 max .124 8 274 3 A54 2 0 5 .176 2 .173 388 min -22 -. 54 1 -.0 7 6 -007 -A53 1 -. 1 3 389 5 max 288 2 2 .054 6 .006 1 .133 2 291 6 333 2 maxi 139 � 8 283 3 047 0 5 003 2 .O1 4 390 min .069 3 -23 5 -.06 1 -.0 7 6 -.103 -. 19 1 34 min -.009 -.�. -.0 2 3 - -.0 -.017 5 391 M40 1 max .t 2 8 .176 2 .061 6 .001 5 .124 5 .1 2 335 3 max 258 .302 3 .04 2 .008 3 .138 3 . 7 2 392 in .0 7 3 -2 5 -A23 -.602 -.1 9 -.14 0 - 7 -1 .1 7 8 1 . 5 6 . Ot . 11 337 4 max 273 8 276 3 .03 6 008 3 A16 4 A89 2 39 i 3 -. 23 -0 min 18 -. 57 . 9 3 -.01 - 31 -1 3 395 3�max 256 � 8 2�5 2 .OS 6 003 1 108 2 21 6 339 5 max 287 S 285 3 .03 6 .008 3 .131 3 242 2 3 mi 58 3 9 -. 23 3 -.005 -109 5 -097 1 4 7 4 1 11 341 M35 1 max .901 4 27 3 06 3 005 1 218 2 169 3 34 mi -.499 1 7 -.135 -.002 4 -.2 8 3 -.191 2 399 5 max .285 B 218 .02 4 003 1 .123 2 227 6 343 2 max .906 4 278 3 .062 3 .005 1 .012 1 .049 3 400 min 66 3 -206 5 -.036 1 -.005 -.121 5 -.192 1 _ � 345 3 max .96 3 .287 3 073 5 08 3 1 3 .115 3 1 346 in -.532 2 -.074 -.349 -. 29 403 max 247 4 .036 5 .021 5 0 2 00 6 034 5 347 4 max .964 3 .124 4 .102 3 008 3 .069 3 .107 3 404 min -.084 -.0 0 -.0 0 1 -.057 348 min -.527 -05 5 -277 -.1 -406 405 3 max 241 4 . 3 5 .001 3 .002 A22 6 i -.003 4 349� 5 max .969 3 .132 4 .104 3 008 3 .195 3 .129 5 06 in -S2 -.0 - 8 4 -. 77 -5 407 4 max 241 4 023 5 .001 3 A02 6 .006 6 O58 2 351 M36 1 max 1.266 3 � 21 2 .105 3 008 2 .012 5 .089 2 40 min - 8 -.0 1 6 0 7 -. 55 5 mi -14 4 1 -1 5 9 -. 81 4 -.0 11 409 5 max 241 4 017 5 A02 1 002 6 005 4 13 2 � 1 04 1 411 M42 1 max 303 4 .059 9 .04 6 0 2 025 4 101 3 355 3 max 1.346 3 ' 252 2 181 3 .Ot 6 077 4 148 3 412 in -.1 1 5 -.0 6 -.029 3 -.003 5 -.04 5 -.085 356 min -175 -.148 5 -.32 -.012 -.068 -.296 2 413 max 29 4 .033 9 .02 6 0 2 .005 6 .047 3 13 4 in -1 1 -. 4 1 -0 -. 1 415 3 max 76 4 026 3 0 4 0 A 6 003 4 359 5 max 1.355 � 3 � 252 .19 3 .Ot 6 .174 3 389 3 416 min -.1 S 7 5 -. 17 -.0 1 360 min -.1 -.15 5 -.34 -01 -.157 -.813 417 4�max� 26 4 .02 3 A15 4 0 2 .006 6 .0 9 3 1 M 7 1 .1 S S 7 . 4 1 4 mi 5 in -t - 14 4 419 5 imax' 248 4 014 3 03 4 0 2 A28 4 087 6 363 2 max� 132 8 279 2 .051 2 004 6 .006 6 008 2 4 0 min 5 -.0 6 -0 . 3 - 38 -.0 7 mi . 03 3 -.1 9 - 1 3 -.0 7 7 -. O6 7 421 M43 1 max 319 4 .062 9 A35 6 001 4 .014 3 .15 3 365 3 max i 253 12 .352 2 .14 6 005 2 .179 2 A87 5 42 min -.109 1 6 -. 11 -.0 - 3 -0 9 423 2 max .302 4 .051 3 .018 6 .001 4 .003 6 .07 3 367 4 max 268 12 i 257 2 162 6 005 2 A3 6 177 6 �4 4 min -104 -.0 7 6 3 -.001 5 0 7 - 54 8 min .035 3 5 5 -.14 1 -. 5 5 -.012 7 -.127 1 425 3 max .285 4 .044 3 0 6 .001 4 .017 6 -.001 4 369 5 max . 8 12 26 2 .164 6 .005 2 .081 2 .384 6 426 m� -1 -.033 6 3 -.DO 5 -.004 3 -. 27 1 RISA3D Version 11.0.0 [Y.\...1...\...1...\Structural\RISA\rev 1\handrail-10104030-Rev t.r3d] Page 31 RISA-3D Version 11.0.0 [Y:\...\._l.\...\StructurallRlSA\rev 1\handrail-10104030-Rev 1.Bd] Page 32 Company : Velocilel,Inc. June 16,2015 Company : Velocitel,Inc. June 16,2015 Designer -. AlexBragg 9:51 AM Desgner : AlexBragg 9:51 AM Job Number �. 10704030 Watertank Hantlrail-Revision#1 Checketl By Neal Turbow Job Number �. 10104030 Watertank Hantlrail-Revision#1 Checke0 By:Neal Turbow Fnvolnng Member Section Forces fContinuedl Fnvelone Member Section Forces(Continued) ilk e k k T u k- r � ha k h - Mo n.. - n.. 427 4 max 268 4 .038 3 .003 4 .001 4 A05 6 .046 6 484 min -215 3 -.061 -.01 - 4 -.00 5 -.112 3 428 min -.095 5 -.04 6 -.016 -.001 5 -.003 3 -. 3 3 485 3 max 215 2 A11 2 0 4 A02 5 .019 4 -.002 6 i qpg 5 max 25 4 .032 3 .008 4 .001 4 .005 4 .11 6 � - - -� 4 -� - � 430 mi -. 91 5 -.058 1 -034 5 -. 1 -. 33 5 -.115 3 487 4 max 205 2 .004 2 .014 6 .002 5 .004 4 .089 3 431� M44 1 max 288 4 .061 9 .029 6 � 0 6 0 8 .149 3 � 488 mi -223 3 -.073 3 -.0 3 -.006 4 -. 6 5 -.0 4 432 min -.t S 5 -.01 7 0 3 -.0 5 - 6 '489 5 max .195 2 . -.002 2 .029 6 .002 5 .026 6 203 3 433� m 74 4 .0 1 4 4 4 � - - - 9 - - - 4 i 0 - 491 M50 1 max 264 2 .056 8 .043 4 .001 5 A05 6 .076 435 3 max 26 4 .045 3 0 6 0 6 .014 6 -.004 ! 4 492 min -.153 -.035 3 -. 2 1 2 -.044 -. 3 436 min -.11 5 -.026 6 . 1 3 0 3 0 7 -.0 7 11 493 2 max 26 2 .031 8 .022 4 .001 5 A05 4 .032 2 '437 4 max 246 4 .038 3 2 0 6 .004 I 6 . 36 6 '4 ' -.1 -. 1 - - 4 in 4 - '�495 3 max 256 2 A2 2 0 4 .001 5 021 4 -A03 2 439 5 max 232 4 A32 3 0 2 0 6 0 2 .089 6 496 min -.156 3 -.048 3 -.001 0 2 1 -.027 9 440 min -.103 5 -.057 12 -.028 5 0 3 -A28 -.11 3 497 4 max 252 2 A14 2 0 2 A01 5 A05 4 � .069 3 44 1 .max . 4 4 6 1 1 4 � -.1 7 - - - 44 _ g 7 _ 499 5 max 249 2 .007 2 0 2 .001 5 0 2 .155 3 443 2 max 237 4 051 3 .013 6 001 6 � .004 4 .071 4 � 500 min -.159 3 -.06 3 -.04 3 0 2 - 3 - 444 in -.161 5 -.0 1 6 0 7 -.00 3 7 -.047 5 'S01 M51 1 max' .307 2 .058 8 .042 4 .001 3 0 12 .104 2 i445 3 max 232 4 .045 3 0 6 .001 6 .013 6 -.002 4 ! 502 min -.189 -.025 11 0 -.043 3 -1 3 m� _� - t� i503 2 max .3 2 .035 2 .021 4 .001 3 .005 4 .047 447 4 max 227 4 .039 3 0 2 ' .001 6 .003 6 .036 6 504 min -.1 -. 3 5 - 44 min -.1 -. 1 0 7 - 3 505� 3.max .3 .029 0 4 .001 3 .021 � 4 -A01 449 S max . 21 4 .032 3 0 001 6 0 2 .091 6 506 min -.17 -. 3 1 5 -.0 7 4 in -1 1 - -1 3 ��507 4 max A23 0 6 A 1 3 00 4 .0 3 i 451 M46 � 1 max .175 4 A77 4 025 3 0 5 0 8 214 4 � i -. 7 - 4 - 3 -. 45 min -217 5 -.02 0 8 0 4 -025 5 -.118 5 �509 5 max 292 2 � �016 2 0 6 .001 3 0 6 .124 3 453 2 max 174 4 A71 4 Al2 5 0 5 .003 4 .103 4 510 min -.168 3 -.06 9 -.041 3 0 2 -.04 - 9 2 511 M 1 m x . 3 . 1 8 4 �1 455 3 max 172 4 .064 4 0 5 � 0 5 .012 6 .002 4 5 � - - 3 - - 56 m�n -2 5 . 1 0 0 0 1 -.0 11 513 2 max .322 2 A51 2 A16 4 0 3 .002 2 .073 2 1457 4 max .171 4 .058 4 0 1 0 5 .004 6 .053 5 514 min -.223 3 -.039 3 0 5 2 0 5 -.074 3 1 1 1 01 4 459 I 5 max .169 4 052 4 0 1 0 5 0 2 129 5 i 1 � - - - 460 min -.196 5 -. 2 11 . 6 4 4 -.028 - 7 4 517� 4 maxi .302 2 A38 2 0 12 0 3 .006 4 .061 3 461 I M47 1 max .125 2 .104 4 028 4 .007 3 0 1 284 4 518 min -.1 5 3 -. 51 3 -.01 3 0 1 -. 1 462 min -24 . 8 5 0 1 -00 -. 27 4 -.1 5 519 5 max� .291 2 .032 2 0 12 0 3 0 12 .143 3 !463 2 max .125 � 2 I A98 4 .014 4 .007 3 .004 4 .132 4 m� -� - - - -� 464 min -.2 7 5 -.055 5 1 -.00 6 0 5 -. 3 5 521 M53 1 max 263 2 .082 2 A24 1 002 1 0 12 .227 2 465 3 max .125 2 � .092 4 .001 6 A07 3 A14 4 -.006 2 5 2 min -233 3 -.042 3 12 0 4 -.021 1 -.157 3 466 min -213 5 1 3 6 -026 9 'S23 2 max 251 2 .076 2 .011 1 .002 1 .005 1 .108 2 4 7� .1 5 4 . 04 6 5 � -. 1 - ' - g - - 7 - 4 525 3 max 238 2 � .069 2 .002 3 .002 1 Al2 1 0 2 469� 5 max .125 2 .079 4 0 8 .007 3 0 2 .195 5 5 6 min -.199 3 -.055 3 -.001 0 4 0 1 -0 7 470 mi -.18 5 -. 73 - 3 2 6 -.03 3 - 4 527 4 max .226 2 .063 2 0 5 .002 1 .004 3 A77 3 471 4 i1 m x .t 4 4 4 1 � - - ' ' q _ _ - 529 5 max 213 2 .057 2 0 5 ' .0 1 0 5 .174 3 473 '2 max 174 2 � A28 10 017 4 0 3 .007 4 .004 2 � 53 min -1 5 3 - -.0 4 -. -. 474 min -.137 3 -. 3 - 1 6 - - 5 �531 M54 1 max .142 6 �086 2 .039 1 .005 2 .007 4 .2 475 3 m x .174 01 4 . 01 6 3 A2 4 0 i 6 ! � - -� - � - ' ' 7 i - 4 - -0 - 533 2 max .142 6 A79 2 .019 1 .005 2 A07 1 .096 2 477 4 max .174 2 .005 4 .006 6 0 3 A06 4 A73 5 534 min -.1 -.0 -.004 -. 3 -. 3 4 -0 478 min -.146 3 -. 52 5 -.017 3 -.001 0 11 -.043 4 535 3 max .142 6 A73 2 A01 3 .005 2 .021 1 -.003 3 479 5 max .174 2 0 4 .011 6 0 3 .013 6 .156 5 36 min -.11 3 - 3 0 2 -. 0 3 -. 4 -.029 i _ _ 4 i537i 4 max .142 6 �067 2 .007 3 .005 2 A05 1 .095 3 481 M49 1 max� 235 2 O55 8 .04 4 002 5 .029 5 .062 8 538 min -.0 3 -.068 3 -.021 2 -. 3 0 6 -.1 2 482 min -21 -.054 3 - 4 -.041 4 -.19 3 539• 5 max I .142 6 .06 2 .012 3 .005 2 .015 3 202 3 483 2 �max .225 2 .029 8 02 4 �002 5 .004 4 .018 2 540 in -.08 3 -.074 3 -04 2 -.002 3 -041 - 18 RISA3D Version 11 AA �Y1...\...1._\...\Structural\RISA\rev t�handrail-10104030-Rev 1.r3d] Page 33 RISA3D Version 11.0.0 [Y:\_\._\...1_.\Structural\RISA\rev 1\handrail-10104030-Rev 1.r3d] Page 34 Company : Velocitel,Inn June 76,2015 Company : Velocttel,Inc. June 16,2015 Designer : Alex Bragg 9�.51 AM Desgner : Alex Bragg 9:51 AM Job Number : 10104030 Watertank Handrail-Revision#7 Checketl By:Neal Turbow Jo0 Number : 10104030 Watertank Handrail-Revision#1 Checketl By.Neal Turbow Fnvo�nnp Member Section Forces(Continuedl Envnlnne Member Section Forces(Continuedl __ 541 M55 1 max 205 5 .055 7 .049 2 0 8 A23 4 .063 7 598 mi -07 1 - - -. 83 54 m' -.0 3 4 -.04 1 - 4 599� 5�max .158 4 .041 5 0 3 .002 6 0 3 .138 2 543 2 max 205 5 .03 7 024 2 0 8 .007 2 .006 5 - - - - - 544 m'n 2 -.03 4 -.01 3 0 3 -004 -.05 4 601 M61 1 max 0 3 .021 7 .014 5 0 1 0 1 .005 9 545 3 max 20 5 .005 1 0 6 0 8 .025 2 0 3 602 mi -. 3 1 .0 1 0 1 0 -004 002 1 546 min -. 36 -.036 4 0 3 0 3 -.014 3 -0 8 8 603 2 max 0 3 .021 7 .014 5 0 1 0 1 .005 7 47 1 7 - - -. 4 - 60 3 max .112 5 .48 7 . 97 5 4 5 .039 3 .193 549 5 max� 205 -A07 1 .023 4 0 8 .02 4 .126 3 min -.137 6 -. 1 4 -1 -.051 6 -.16 550 min -A59 0 . 9 1 3 -.048 1 -.018 2 607 4 max .006 .006 5 .003 1 .00 2 .002 3 .008 8 1 M max 8 11 04 1 5 11 - - - g - - - i - - �609� �5 max .003 1 -.006 3 0 1 0 1 0 1 .005 7 553 2 max 283 5 .038 11 025 2 003 3 � .006 1 .035 5 61 in - - 14 0 1 - 4 54 min -.053 -011 - 5 6 -.10 611 M62 �t max .081 3 .43 8 A13 . t � A56 5 .001 4 �132 8 5 - - - - i - - 613 2 max .035 251 3 .029 3 .Ot 4 .009 3 .095 6 557 4 max 272 5 .015 5 .01 6 .003 3 .007 1 .076 2 614 min -.048 -.2 7 .003 11 -. 3 5 -003 5 -.094 3 558 min -. 74 -066 -.024 1 -.004 -.004 6 - 615' max .166 3 1 A2 3 292 5 .042 5 A89 3 .458 3 559 5 max 267 5 .008 5 .024 6 i .0 3 3 .023 6 .18 2 616_ min -.16 2 - -. 11 -.032 -.12 5 -21 i - 5 617 4 max .321 J7 5 .589 .063 3 .176 3 .424 3 561 M57 1 max .33 5 065 11 041 0 4 A14 � 5 .125 5 618 min -.317 3 -1.90 -.77 -08 -234 -.199 56 in -. 4 -.041 -.012 11 -.043 -.15 619 5 max .008 1 -.006 3 .Ot 3 0 1 .002 .005 7 563 2 max- .321 S .042 5 .021 2 0 4 .003 1 A57 5 6 0 min -. 09 3 -. 1 7 -013 5 1 -. 3 7 1 - 6 1 m . 0 . 1 7 1 1 AO 565 3 max' 307 5 .036 5 001 2 0 4 .02 1 -.002 6 i - 1 - -. 54 . 1 1 -0 9 7 623 2!max .002 5 -.006 3 0 1 0 1 0 1 .005 7 567 4 max 293 5 .03 5 004 6 0 4 007 1 .077 2 4 min - -.021 7 - 1 5 -.00 5 i 1 569 5 max . 8 5 .023 5 .01 6 0 4 .007 6 171 2 - - - - 570 min -.066 -. 8 1 0 1 -0 1 -.091 627 4 max .002 5 -.006 1 0 1 0 1 0 1 .005 7 571 M58 1 max 281 6 .065 11 .026 1 0 6 0 4 .15 5 628 min -.009 -. 21 -.01 5 0 1 -.002 5 .002 4 > > 573 2 max 264 6 .051 .014 1 0 6 003 6 .07 5 i - - - - 74 min -141 1 -.048 4 0 7 0 9 -.088 631 M65 1 max .004 3 .021 � .009 5 0 1 0 1 . OS 7 575 3 max 247 6 .044 5 .001 1 0 6 .012 2 � -.001 6 32 min 0 5 0 1 1 - 5 .002 5 76 min -.t 9 1 -.055 1 6 0 9 -.0 7 7 6331 2 max 0 5 .021 7 .009 5 0 1 0 1 .005 7 577 4 max .23 6 A38 5 0 9 0 6 A05 2 .077 2 - 1 - 'I 7 in - 16 1 -.011 7 5 - 3 5 635 3 max .004 3 A21 7 A09 5 0 1 0 1 �005 7 579 5 max .213 6 032 5 0 9 0 6 0 9 �173 2 36 min 5 .0 0 1 1 - 2 1 0 min -.1 1 -.067 4 7 - -. 15 637 4 max A04 3 021 7 .009 5 0 1 0 1 A05 7 � 1 5 - - - 639 5 max 0 5 -.006 3 0 1 0 1 1 A05 7 583 2 max i 193 6 A54 5 .013 5 0 2 006 6 073 5 ' 640 min -.0 3 -.0 1 7 -.009 1 -002 00 5 min -.107 1 -.039 0 1 0 1 1 -.07 2 64t M66 1 max 0 3 .0 1 7 .009 0 1 0 1 .005 7 i . 7 1 -. 4 1 - 6431 2 m x 004 5 .021 7 .009 3 0 1 0 1 .005 7 587 4 max .165 6 .042 5 0 3 0 2 .00 2 .065 2 644 min 3 0 1 0 1 - 2 5 8 min -.087 1 -.051 -.016 6 0 1 0 9 -.071 5 645 3 max 0 3 .021 7 .009 3 0 1 0 1 .005 7 5 9 5 m x t . 3 0 4 .147 i - 1 � - 5 i - 7 -. 3 - -1 647 4 max 0 3 �021 7 .009 3 0 1 0 1 .005 9 591 M60 1 max .158 4 I 066 5 .041 5 .002 6 0 4 .171 5 min - .0 5 0 1 1 - 59 min -.084 1 9 0 10 3 - -1 �649 5 max A04 5 -.006 3 0 1 0 1 0 1 .005 7 593 2 max .158 4 .O6 5 .02 5 .002 6 .006 6 .077 5 min -. 1 - 3 0 - 651 M67 1 �max .002 3 .021 7 .01 3 0 1 0 1 - O5 10 .595 3 max 158 4 A53 5 0 1 .002 6 � .021 6 -.006 2 6 2 mi -.009 5 .006 5 0 1 1 - 2 3 .002 5 596 i -.076 1 -0 6 0 3 0 9 -0 6 11 653 2 max� .009 5 -.006 3 0 1 0 1 0 1 .005 7 597 4 max .158 4 .047 5 0 3 .002 6 .004 5 .061 2 654 min -.00 3 -.0 1 7 -.01 1 - 2 3 .002 3 RISA-3D Version 1 t.OA [Y�.l.l_\_.\. \Structural\RISA\rev t�handrail-10104030-Rev 1.Bd] Page 35 RISA3D Version 11.0.0 [Y�.\...\...\_.l_1Structural\RISA\rev 1\handrail-10104030-Rev 1 r3d] Page 36 Company -. VelocRel,Inc " June 16,2015 Company �. Velocilel,Inc. June 18,2015 Designer �. Alex Bragg 9:51 AM Desgner �. Alex Bragg 9:51 AM Job Number : 10104030 Watertank Hantlrail-Revision#1 Checked By:Neal Turpow Job Number �. 10104030 Watertank Hantlrail-Revision fF1 C�ecked By:Neal Turbow Envelone Member Section Forces(Continued) Envnlnna Mamhrr SPMion Forees/Continuedl Member Aui l e h T - o n.. e -I Sh T - - M e... - 655 �3 max A02 3 A21 7 .01 3 0 1 0 1 .005 7 71 min -.Ott 006 3 0 1 - 3 2 3 56 min -.009 5 .006 1 1 0 1 -. 02 3 .00 713 2 max .011 3 .021 7 .01 1 0 1 0 5 A05 7 657 4 max .009 5 -.006 1 0 1 0 1 0 1 .005 7 4 � - - 3 - ' SS min -. 02 3 -.021 7 -. 1 3 0 1 - 3 .002 1 715 3 max .01 1 .021 7 .01 1 0 1 0 5 .005 7 659 5 max. .009 5 -.006 1 0 1 0 � 1 0 1 .005 7 716 min -.011 .006 0 5 1 - 3 1 .00 1 660 min -.00 3 -.021 7 -01 3 0 1 -.002 3 .00 1 717 4 max .011 3 -.006 1 0 5 0 1 0 5 .005 7 1� 8 1 � ax . 5 4 � 17 1 . 4 . 8 1 in - - - - � _ � __ � _ g _ 719 'S max .011 3 -.006 1 0 5 0 1 0 5 .005 9 �663� 2 max .163 5 .138 4 048 6 .032 6 .008 4 � .153 12 7 min -.01 1 -A21 -.01 1 - 3 1 .00 664 min -.053 4 -.63 - 3 -.09 3 -.0 3 5 -. 29 721 M74 1 max .008 1 .021 7 .016 1 0 1 0 3 .005 8 6 5�. �3 max .0 3 4 .334 8 � 7 4 . 35 0 1 . 41 8 '� 7 � -0 ' - min -1 -. 7 1 - 4 -01 4 - 723 2 max A08 1 .021 7 A16 1 0 1 0 3 .005 7 667� 4�max� A27 4 291 S .015 4 A35 3 .026 4 .081 5 7 4 min -.009 3 .006 1 -.0 0 1 -.004 . 2 1 668 min -.099 5 --091 5 .001 7 -.014 6 0 7 . 8 8 725 3 max A09 3 -.006 1 .004 3 0 1 0 3 .005 7 �66 'm 1 -. 1 4 4 .0 4 7 � � � - - 6 4 - -0 - 0 1 6 '727 4�max� 184 2 665 2 .033 3 .029 2 .007 1 .141 8 671 M69 '� Imax .008 � 1 021 7 .013 3 0 1 .002 5 005 7 i 728 min -.187 -.661 3 -.041 2 -.01 0 7 -1 9 3 672 min -.009 5 .006 5 -.01 0 1 -.003 .002 3 729 5 max .103 3 � .062 4 .048 � 3 .01 3 .017 3 .084 11 6731 2 max .42 2 2544 2 1.193 3 .129 3 23 5 .563 5 � 730 min -.101 -213 11 -.0 5 2 - -. 6 -.049 4 � _ q __ � _ _ - 731 M75 1 max A03 1 .0 1 7 .02 1 0 1 .002 .005 11 675 3 max 216 5 1204 274 5 .043 5 �116 5 .611 � 5 7 min - -. � '� 5 7 min -. 1 -1. -.446 - 3 -1 - 733 -2 max� .03 2 294 1 .409 2 .062 .075 3 .1 9 1 677 4 max .009 5 -.006 5 .01 5 0 1 .002 ' S ' .005 7 7 in -. -1.34 3 -.179 3 - -.173 -. �g _ 735� 3 max .456 3 1.507 .491 I 3 5 .147 3 231 1 679 5 max 009 5 -.006 1 .01 5 0 1 A02 5 .005 7 7 i - - .4 -1 - 1 - - min -008 1 -.0 7 -.0 3 3 1 � -.003 3 .00 1 737 4 max .001 5 � 211 8 .058 2 .014 2 .01 3 .092 � 8 681 M70 1 max .003 1 A21 7 .014 3 0 1 0 1 A05 � 7 i 738 min -.065 4 -. 2 3 -.03 3 -.019 -.019 2 -.137 '7 5 max .1 4 9 .0 03 .0 7 1 61 683 2'max 0 3 .006 1 0 1 0 1 0 1 .005 7 �� 74 � - -. 7 - - ' 4 684 min -.00 1 -.021 7 -. 1 3 0 1 -.004 3 1 741 M76 �1 max A04 6 .021 11 .02 1 0 1 .002 5 .005 11 685 3'max 0 5 -.006 1 0 1 0 1 0 1 .005 7 � 742 mi -003 1 .006 -.008 5 0 1 -.005 1 1 - 1 1 - 4 m 1 0 � 5 7 687'� 4 max .003 1 006 1 1 0 1 0 1 .005 � 7 � - - ' 688 min 3 -.021 7 -.014 3 0 1 - 3 .002 3 745 3 max .004 5 .021 7 A2 1 0 1 .002 5 .005 . 7 689 5 max 0 5 � -.006 1 0 1 0 1 0 1 A05 � 7 746 mi -. 3 1 .006 1 -.00 5 1 -.005 1 690 min 1 -.0 1 7 -. 14 3 0 1 - 3 .002 1 747 4 max .004 5 A21 7 .02 1 0 1 .002 5 .005 11 691 M71 1 max .003 1 A21 7 .014 3 0 1 0 5 .005 7 � 4 i - 1 - -- 692 min -. 04 3 .006 3 0 5 0 1 -003 . 2 3 749 S lmax .003 1 -.006 5 A08 5 0 1 .002 5 .005 7 693 2 max .004 3 .006 1 0 5 0 1 0 5 A05 � 7 750 min -.004 -.021 7 -.02 1 0 1 -.005 2 5 694 min -. 3 2 -.021 7 -.014 3 1 -. 3 3 . 2 1 �751 M77 1 max .009 6 021 11 .016 1 0 1 0 5 �005 11 ma . 04 � -.0 1 0 7 � - ' " � � 753 2 max' .008 1 -.006 5 .004 5 0 1 0 5 .005 9 697 4 max 003 2 006 1 0 5 0 1 0 5 005 7 754 min -.009 5 -.021 7 -.0 6 1 0 1 -.004 1 0 5 698 min 3 -.02 7 -.014 3 1 -.003 3 .00 3 755 3 max .04 5 .151 5 .018 1 .005 7 .004 6 A55 5 �5 m 4 - 1 � 7 - - - - - - - �� � � _ 757 4 max .156 2 -.008 5 .007 6 .03 .005 6 .096 5 701 M72 �1 max 008 1 '021 7 .01 3 0 1 0 5 .005 8 7 min -.1 7 -. 9 -. 1 1 -. 1 7 - -. 70 min 4 1 - 3 759 5 max 008 1 006 5 A 5 0 1 0 5 005 7 70 2 m x 0 -.006 1 5 1 0 5 �005 7 ' - - - ' � 761 M78 1 max .011 5 .021 9 .01 1 0 1 0 3 .005 11 705 3 max A09 3 -.006 1 0 5 0 1 0 5 .005 7 76 min -. 1 1 1 - 1 2 'I 706 min 1 -.021 7 -. 1 3 0 1 -.002 3 . 2 1 763 2 max .011 5 �021 7 .Ot 1 0 1 0 3 �005 7 707� 4 max 009 3 -.006 1 0 5 0 1 0 5 .005 7 764 mi -. 1 1 .006 1 3 0 1 - 1 1 8 m' -0 - 1 - 1 765 3 max .01 1 -.006 1 0 3 0 1 0 3 .005 7 709 5 max 009 3 -.006 2 0 5 0 1 0 5 .005 7 � 7 min -. 11 -A21 7 -0 1 -. 3 .002 1 710 min -.008 1 -.021 7 -.01 3 1 -. 2 3 002 767 4 max .01 1 -.006 1 0 3 0 1 0 3 .005 7 711 M73 1 max .01 1 .021 8 .01 1 0 1 0 5 .005 8 7 mi -.01 -.02 7 -Ot 1 1 -. 3 1 RISA3D Version 11 AA [Y:\...\...\...\...\Structural\RISA\rev 1�handrail-10104030-Rev 1.Bd] Page 37 RISA3D Version 11.OA [Yi..\._\_.\...\StrucWral\RISA\rev 1\handrail-10104030-Rev tr3d] Page 38 ��W W�W W�O�W �DN� W� W W W W V�J V V V VJV V�Iv Vv V V VJtiVJV V�1J m � ,-0 NNN N 000 Op000 cp (O (D t0 <D<00J m�p OJ WW VVJ JVVJOI oOn (nA W (OOJ�I�(n' W V tn.fa W N� cOOJv 4� W �OcD v W U� N� W V ta W N� cD C D � zmo O �$�.� � � � 3 3 � � � a w� m o � .... O oD< � - W N (f� A W A W N N A W N N A W A N U+ o m�� 0 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3�3� �3 3 3 3 �3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 - m .°' .x .x .m "d "x 'x 'm .m '°' .m .x .x .m 'm_.m .m .x_ .°' .m .°' .x x�x � �x�x > > > >x�x x�x > >x�x x�x > >x �x�x � . � o00� omcnmfo>in b>cn� � 000�� ao� � Ap�� � ap��,�ap��ap�po'� oopoo� poo � � '� oo� po. oopo . 7 oNmoN oN(�'co ("�o (1"° ��"oNAo(n o(T�W A� Oi�Oi"Oi�� A W A W A co�cD �pm$cD'_'- O) O) 1 � N W N N W N W W N W �O�O�O O �,p� �A� �N� ��rn �cT -�(n (T��(I� N � N n �pp��v �'J V'��I��V'J jv V�IO V O V O V OJO�''.J' �'."'�''00 000 000p00'p0pq 000 pp � C �f m �Ac�O��Ac�D Nc�D(n�(An W(An W(A)i�CAnNNvmv� �Nv����p�j � NNp»�� u'���.N+� � N .�L1 = y W 0 D W W N (D N (D N W W W N W W W W W � W W�l U�V�V �V J V� �V�(O�l V�n D � � . � . . . . . � . . . � . � � �. � �W�� ��rn� °'�o°'i$$i$�'go�gmgmgmgm'ow��� 'm �'�Ow�A00�0A0A0A000000 000 ' o s d J o � , n p� W W W W N W N W A(T A A fl�A G1 W W W (J (li N W N W W(1�(J U�(J � p WN i ,i N i � N i p ��O' ON� �p��Nt0(WTtNp0�0�0�O�O�NtD A' A' A' A O O 00 0000 O A �(T� �tD(D <O t0(D fD t0 cD cD rn������J�OD A O O W N W W W w N W A A4��NA(J�A A-�A A�A A� A m < J �N� O��O p �O O ����N��N �N�' �����p� �' �g�O 0 O 0 O�S�$�O�S� n N c a J�W NW J VACpWp)WryW m V V mW W W W N N N N W �➢� N W N N�W �W� �N W (p N(p (p N fp N N N W(T W W N W Ui G1 U�W W �3 N � p Z N t0 (�0o W ��j�J' �ONo V�A A�A�i���� A W Ow O�O' O�O O � O SO 0000 O � � N � W W W W W N W W W W W A�A A-'N N W V�(O J �V V�<O V £ � 6l W���W���V W OJDWV Omi010mi mO�m � mN (�l�W N� ��AAA AaW W OJW W�W Wm W Ol m � 3 Ql A W W W W W W N N o On N�OCDOJ J U�A W (OO�J (tia w �o� �rn(l� (OOD V�N W N��(O W J N W -+O(O J y _ _ _ - � za'o �,� 3`�,� � 3 3 3 3 3 � � o g �, ° ° `° 3 0 on< � - U� A W N N G W N (T W d W N V� A W N U� d o L9�� 0 3�3�3 3 3 3 3 3 3 3 3 �3� 3 3 3 3 3 3 3 3 3 3 3 3�3 3 3 3 3 3 �3 3 3 3 �a� .� .% .X .X_.d .v .d .� .X .X .�_.d_ .� .d .X .d .m .m .m_�m �m .m �m �m �a� �X> > > X�X �X � X X > >K�x> >X �%�X 3 X�X X�% X� . � � . i i . . r � i ,� � � . i i i � ���� ��� � �i i . � ' �AUNi UAU 1 (T� O�,�jO' O W O O�� �N 'G�N���O�O�O�O �0�������W��� i �(I�N(D�cON(D (O (O N N N � (O W(T W (Tw(T W V J��l��l�V mN�jN ' A�ANAU�AN (J�A V+ W W m m Q OJ W (li W U WA�IAJA V A V A V W(T W W(TW 41(JN N W V1 � � 4i0�A�AmA A�A mN�' W' N 1 OJ�.O' NO' ' O.' . J'Q�V'p�N.QI�J�p�' NjN' NNN f N�J ' �1 ? C (O�0 V V J V J W � �O� �Q1 �pQJ�pO��pOl�pO� ��� �N� �N OJ... N .-O Z � OD W W N N N 4�W(T N N V�(li W U� U�Ol �J �A�A�A�A W W V�W N W(T W OD W M W D � � � � � � � � � � � � � � � � � � � d. � p� . . .f j i j �O�� ' �O'� ' O�� '�O�� ' �O��O� O N O N' N' N A J A V J y V A N N N A ����� � �N� �N�N� N N N� N U �J�V�V�V� V J N J J�� � � �W WUi N' (J�' (JiW(T cpJ cOJ W(OWCDW(D WCD tOWtDW(D W(OW<D (I� (PWNWNW(TW(OW(O 5. N - � j a p� W� -�01� N A N (I� (I� (J�W m W m W O)A A N A(T�A(T A(T U (J� (P-�N N N W W ? � ' - .i N � N.� N� N.i . . � . . . i . . .� i . i . _r . � . � �cp � � � � . � N � O A W � � � m W 01 i �JO� �� �� i J i V jN� � N' �N�N N�N ��O> m�� �OO O p W W w W W d� t0�t0�(O�(O� 4� N 4� (n (r(T� �(l� O W O W m W N N N N (T (l� N V�A(J� A U� (T G� V� N U N V� (l� (T W W .Z7 G � O� O O O p p O O O �p�p�p� ' � p� O O'p O pO� O WO g O N O O N O V O' O J O O V V�V V �(n N'(T 8j f �O O p O �A N N n e� a A W t0 W c0A(O N v<Op�<O cD �V cnyN A (T sD� N! W WN W AVA V V V V V ta JA A A W O)W�W W W (J��(T (Ji-�(T N W N N ��N m Z �' � '�00000 O O� O� OW' OW' (O�J O 00 OW ' O(�' O'.�0�� ' O'�O� W'�W� W W W'� O� O� � tp W W��vA WW N N d��N W��V cWD W� A�' W OJ V W W�O W��pW (�D�� W�U� V yN N � c � A N W W W W T W � � m A Vi (Ji (n W m W�W� 4i�Vi Ui�(T U� W W g , � Company : Velocilel,Inc. June 16,2015 ComOany �. Velocitel,Inc. June 16,2075 Designer : Alex Bragg 9�.51 AM Desgner �. Alex Bragg 9:51 AM Job Number �. 10104030 Watertank Handrail-Revision#7 Checked By:Neal Turbow Job Number �. 10104030 Watertank Handrail-Revision qt Checked By:Neal Turbow Envelone Member Section Forces(Continued) Fn�p�nnw Membei Section Forces(Continued) r e A ial k h - em r ial k e - - om - 883 2'max A15 1 S09 3 .083 6 .13 6 -.004 12 .075 4 940 min 0 1 0 2 0 2 0 1 0 1 0 1 884 min -.011 4 -.59 8 -.11 3 -.141 3 -.02 3 -.111 5 941 M110 1 maz� 0 1 .003 2 .003 3 0 1 i 0 1 0 1 885 �3'max� .015 1 .509 3 .083 6 .13 6 -.004 12 .072 4 942 mi 1 - - 886 min -011 4 -.59 8 -.11 3 -.141 -.021 -1 8 943 i 2 Imax A25 - 7 295 2 262 3 0 1 .533 3 .307 3 887 '4 max .015 1 .509 3 .083 6 .13 6 -003 12 .07 4 944 min .1 5 5 -.1 1 3 -258 5 1 -.443 -.508 888 min -. 11 4 -.59 8 -.11 3 -.141 3 -.021 3 -.1 945 3 max .637 7 .407 2 .264 3 0 1 1.174 3 .677 3 8 m x 1 1 .0 3 1 - 1 � 17 - - - ' g _.p _ � _ - 947 4�max 736 7 A62 2 283 3 0 1 1.832 3 1.171 5 �891 M102 1 max 1.028 5 .998 5 .548 2 ' 1_607 2 0 3 267 3 948 min 214 - 6 -.409 1 - .093 - . 7 892 min -.636 3 -1.182 3 -.361 3 -1.46 3 -.157 949 5�max 1.977 3 -451 3 .625 5 0 1 0 1 0 1 893 maz�� 1.0 8 � 5 � .9 8 5 � .54 2 1.6 7 .003 . 7 i - - - 9 i -1.18 -1. - - 951 M111 1 max .198 7 0 8 .181 3 0 1 0 1 0 1 895 3 max 1 A28 5 .998 5 548 2 1.607 2 .006 2 279 3 952 min .037 1 -.1 4 3 -.1 6 6 0 1 0 1 1 896 min -.836 -1_182� 3 -.361 3 -1.46 3 -.004 3 -.147 2 953. 2 max 233 7 0 S .181 3 0 1 .384 3 22 3 97 4 ma 1. . 9 1. 0 . 8 � 31 � - - 4 '� g _�.� - 4 -1 ig55�� 3'max .31 7 0 8 .181 3 0 1 769 3 .441 3 899 �5 max 1.028 5 .998 5 548 2 1.607 2 011 2 291 3 � 956 min .075 -.104 -.174 -.606 6 0 8 9 min -.836 3 -1.18 3 -.361 -1.46 3 -.007 3 -.13 2 . 957 4 max .36 8 .173 4 .006 6 .072 4 .346 4 .307 3 901 M104 �1 max A87 5 -.051 6 .136 2 201 2 A51 6 � .11 2 958 min -.126 5 - 5 -.177 0 7 -.13 5 -. 1 959 5 max 1 0 3 0 1 0 1 0 1 0 1 903 2 max 087 5 -A51 6 136 2 ' 201 2 .OS � 6 111 2 min 1 0 1 1 1 904 min -.034 4 -.464 7 -.114 -.17 -.3 3 5 961 M112 1 max .198 9 0 .181 3 0 1 0 1 0 1 905 3 max .087 5 -.051 6 .136 2 201 2 AS 6 .112 2 96 min .0 7 4 -.104 3 -.1 1 1 1 i 4 -4 5 963 �2 max 2 3 9 0 .181 3 1 . 84 3 907 4 max 087 5 -A51 6 136 2 201 2 A49 6 .112 2 � 4 - -. 4 6 1 - 4 908 min -.034 4 -.464 7 -.114 5 -.17 - 3 -.3 965 3 max .3� 9 0 2 .181 3 0 1 769 3 .441 3 909 '5 max A87 5 -A51 6 .136 2 201 2 �049 6 .113 ! 2 966 min .075 4 -.104 3 -.174 6 0 1 -.606 6 0 2 �� _ 3q 7 '4'�max� .6 .17 4 . 7 5 4 911 M106 1 max .198 7 208 2 125 4 0 1 0 1 0 1 '�� in - - 7 5 -1 - - 5 - 91 min . 3 4 -.073 3 0 11 0 1 1 0 1 969 5�max� 0 1 0 3 0 12 0 1 0 1 0 1 913 2 max 233 7 208 2 .141 4 0 1 .283 4 .164 3 970 min 0 1 0 12 0 3 0 1 0 1 0 1 4 71 ' t ma � 1 0 0 8 0 1 0 1 915 3 max .31 7 208 2 .173 4 0 1 .605 4 .351 3 i 1 0 916 min 7 4 -.101 3 1 0 1 0 11 -.88 2 973 �2 max .151 7 .092 2 0 S 0 1 0 8 .033 5 �917 4 max .513 8 .061 � 4 .04 4 A58 2 .049 2 .18 3 I 974 i .0 3 1 -063 -.111 5 - 9 -0 1 918 min -1.074 3 -.2 1 . 5 - -45 2 975 3 max 229 7 .13 2 0 S 0 1 0 8 .168 5 919 5 max 0 1 0 9 0 9 0 1 0 1 0 1 � - - ' ' 920 min 0 1 0 2 0 0 0 1 1 977 4 max .43 7 .121 2 A31 4 .042 3 .067 2 .068 5 921 M107 1 max 0 1 031 7 002 3 0 1 0 1 0 � 978 min 043 6 -.118 5 -0 2 -.0 -284 5 -.044 2 92 min 0 1 -.002 0 1 1 1 0 1 �979 5 max 0 1 0 5 0 5 0 1 0 1 0 1 9 ma .4 3 .44 . 5 3 - 4 981 M114 1 max 0 1 0 8 0 ' 4 0 1 0 1 0 1 925 3 max .637 11 .304 2 .358 3 0 1 1.166 3 667 3 982 min 1 0 5 5 0 1 92 min .1 8 1 -203 1 1 0 12 -1.354 983� 2 max .151 8 .092 2 .OS 4 0 1 .045 4 .034 5 7 14 x 3 . 8 i - 4 - � - - m- 985 3-maz 2 9 S .13 .112 4 0 1 236 4 .1 9 5 929 'S�max t966 2 .427 3 .013 3 0 1 0 1 0 1 � 9 min .0 1 - -.111 1 -. 4 - 7 930 min -. 33 1 1 '987 4 Imax .556 8 .0 6 .0 9 .0 3 .075 4 .03 93� M1 S 1 max .198 1 � 208 1 4 1 0 1 1 i - - - - - 3 m� 7 1 1 989 5 max 0 1 0 5 0 5 0 1 0 1 0 1 ..933 2 max 233 �10 208 2 .141 4 0 1 283 4 .164 3 0 min 1 1 1 934 min .046 1 -08 3 0 11 0 1 0 11 -.44 991 M115 1 max 0 1 .002 2 .002 3 0 1 0 1 0 1 935 3 maz .31 7 208 2 .173 4 0 1 .605 4 .35 3 99 min 0 1 - 0 1 0 1 0 1 _� 993 2 max .199 12 .132 2 .118 3 0 1 .066 . 3 .041 5 937 4 max .558 2 0 6 .097 3 .052 3 .109 1 089 3 994 min .046 3 -.07 -.134 5 1 -.077 5 -. 71 938 in -]64 -.14 1 1 -03 -.003 6 -.421 2 ��995 3 max .53 7 .329 2 292 3 0 1 .623 3 .342 3 939 5 max 0 1 0 9 0 9 0 1 0 1 0 1 996 min .158 3 -.161 3 -.176 5 0 1 - 1 -. 99 RISA-3D Version 11.0.0 [Y:\...\...\...\...\Strudural\RISA\rev 1\handrail-10104030-Rev 1.Bd] Page 4� RISA-3D Version 11.0.0 [Y1...\_.\_.\_.\Structural\RISA\rev 1\handrail-10104030-Rev 1.r3d] Page 42 Company : Velocitel,Inc. June 16,2015 Company : Velocitel,Inc. June 16,2015 Designer : Alex Bregg 9:51 AM Desgner : Alex Bragg 9:51 AM Job Number : 10104030 Watertank Hantlrail-Revision R1 C�ecketl By:Neal Turbow Job Number : 10704030 Watetlank Hantlrail-Revision#1 Checketl By:Neal Turbow Envelooe Member Section Forces(Continued) Envelope Member Section Forces/Continuedl � a e - - 997 4 max J52 7 .47 2 A18 3 0 1 1.511 3 .832 3 � 1 54 mi - 4 -. 8 4 - 1 - 4 -.1 3 -.04 4 998 i 4 -. 31 -.3 2 5 0 1 -1.1 9 5 -1. 1055� 3 max A25 3 .573 5 .14 6 .763 5 .062 6 .073 5 999 5 max 1222 5 . 87 5 .586 5 0 1 0 1 0 1 - - - - - - 1000 min -.957 3 -. 12 2 -.469 3 0 1 0 1 0 1 1057' 4'max .425 3 .573 5 .14 6 .763 5 2 6 .071 5 1001 M117 1 max .007 3 .169 2 .194 2 .325 2 .011 6 .025 6 058 min -.114 6 -2 7 4 - 1 3 -. 59 4 -1 3 -042 4 1002 min -.012 2 -.316 11 -.1 8 5 -.208 5 -.005 1 -.0 7 1059 5 max .425 3 .573 5 .14 6 763 5 .063 6 .068 5 1 3' - - - - - - 1 i -3 -1 4 7 1061 M117A 1 max .156 6 .049 7 .101 1 .352 2 .042 3 . 03 1005. 3 max 007 3 .169 2 .194 32 2 .Ot 6 026 6 1 2 min -. 09 1 -.0 -.02 4 -. 37 - 5 6 -.0 �1006 min -.01 -.316 11 -.1 8 5 -208 5 -.004 7 -.0 3 7 ��1063 max .156 6 .049 7 .101 1 .35 .042 3 .00 '�1007 4 m 3 . 6 194 9 7 6 - - - 4 - - 5 - 10 8 mi - 1 -1 7 '1065 3 max .156 6 A49 7 .101 1 .352 2 .042 3 .003 2 1009 5 max .007 3 .169 2 .194 2 325 2 009 6 027 6 1066 mi - 0 1 - - -. 3 5 -.OS - 0 1010 mi -. 1 2 -. 1 1 5 -.00 7 -.0 7 1067' 4 max .156 6 .049 7 .101 1 .352 .042 3 .003 2 1 11 1 - - - - - - � � - 1069 max .156 6 .049 7 .101 1 .352 2 .041 3 .003 2 1013i 2 max 132 2 0 8 S 031 3 293 2 005 1 .014 2 1070 i -00 1 -. 5 -.0 4 -. 37 -. 5 -.009 1014 in -.007 3 -218 -. 23 -.211 5 -.011 6 -.013 5 1071 M11 A 1 m x' .478 3 .015 7 A11 1 0 1 0 1 0 1 �1015 3 max .132 2 .098 5 .031 3 . 93 2 .004 7 .016 2 107 mi -1. 44 2 .003 -. 9 3 0 0 0 1 �10 6 -. 07 -. 1 -. 1 - 1 5 1073 max .478 .007 7 .005 1 1 .006 .001 1 1017 4 max .132 2 .098 5 031 93 2 .004 7 .017 2 1074 mi - . 44 .00 5 -. 05 3 0 1 0 3 - 1018 min -.007 3 -. 18 -.1 3 -. 11 5 -.Ott -. 14 5 1075+ 3 max 478 0 1 0 1 1 .008 A01 1 1019 max .132 2 .098 5 A31 3 . 93 2 . 04 7 .018 � 2 10761___ mi -t. 44 0 1 1 0 1 -.001 3 -.008 1 -. 1 .1077T a 47 - 1 . 1 1021� M119 1 max 171 7 .106 1 0 2 0 1 0 1 0 1 1 7 min - - 7 7 - 1 - 1 2 'n 0 -. 5 . 1 1 0 1 0 1 1079� 5 max .477 3 :003 5 .009 3 0 1 0 1 0 1 1023' 2 max .267 11 062 2 172 2 .005 1 .098 5 .049 2 1 80 min - -A 5 7 -.011 0 1 0 1 1 11 1 0 5 7 '1025��. 3 max 283 11 .071 172 2 0 5 1 008 6 015 6 - - - '1026 min -.177 -0 6 5 -. 11 -.01 -. 21 1 1083 '2�max� .576 3 .008 7 0 11 0 1 .004 11 0 3 '1027' 4 max .3 11 .08 2 172 2 A 5 1 .157 .072 � 5 � 11084 min -1. 7 - 2 3 - 2 0 1 -.003 3 - 7 1 i -1 - 1 1 1029' S max� 0 1 0 6 0 ' 7 0 1 0 1 0 1 10 - 1 - 4 - 1030 in 1 0 7 0 1 1 �1087 4 max _566 3 .00 3 .004 1 0 1 .004 11 0 1031 M126 1 max .009 3 .017 7 .009 0 1 0 3 003 1088 in - 7 -008 7 0 1 0 1 - 3 - 7 103 min -.002 5 005 5 . 2 0 1 -00 5 1 1089 5 max .561 3 .005 3 .007 1 0 1 0 1 0 1 1033 2 max A09 3 .017 7 A09 5 0 1 0 3 A01 7 i - 1 - 1 7 1 1034 i 5 .005 1 2 1 1 1091 M114A 1 max .899 5 A14 9 .012 1 0 1 0 1 0 1 1035 3 max 004 5 -A08 1 A04 3 0 1 A01 3 .008 7 1092 min - 3 -. 5 5 - 8 0 1 0 1 1 10 in -.0 6 7 -.014 5 1 1093 2 max .894 5 .007 9 A06 1 0 1 .006 1 .002 1 7 4 1 7 - - - - - 1 1 1095 3 max .89 5 0 1 0 1 0 1 .008 1 .003 1 1039 5 max 003 5 -.006 3 003 3 0 1 0 3 .005 7 1096 mi -1 3 3 0 1 0 1 0 1 -�4 5 -.007 9 1040 min -0 3 -.021 7 -.011 5 0 1 -.003 . 2 3 1097 4 max .885 5 .002 5 .004 3 0 1 .006 1 . 02 1 041. 1 1 .4 1 1 4 4 8 - - - - - 04 i -8 S - 4 1 - - �1099 5 max .88 5 .005 5 .008 3 1 0 1 0 1 1043� 2 max .414 1 .481 2 .13 4 842 3 A52 3 .078 3 1100 min -1.3 3 -. 14 9 -. 1 1 0 1 1044 min -03 4 -.848 3 -.034 11 -643 2 -.029 2 -.0 3 2 1101 M115A 1 max .689 5 .014 9 .008 3 1 1 0 1 ' 045�. m .41 1 .481 .1 4 . 4 3 . 3 3 - 1 - -. 1 1 6 in -0 -0 4 1 -0 8 1103 2 max .687 5 .007 9 A04 3 0 1 .005 3 .003 1 1047 4 max .414 1 481 2 .13 4 842 3 .053 3 .087 3 1104 min -1. 1 - - - -. 5 1 1048 in -0 4 . 8 3 -.0 4 11 -.64 -.0 8 2 -0 11 O5 3 max .686 5 0 1 0 1 0 1 A07 3 .003 1 1049 5 max .414 1 .481 � 2 .13 4 .842 3 A54 3 .091 3 11 min -1141 0 1 1 - - 1107 4 max .685 5 .003 2 .005 5 0 1 .005 3 .003 1 .105� M116 1 max .425 3 573 5 .14 6 763 5 .06 6 .079 5 1108 min -1.14 -.007 9 -.004 3 0 -.00 -.005 1052 min -.114 6 -.287 4 -.001 3 . 9 4 -.12 3 -.046 4 1109 5'max .684 5 .005 2 .011 5 0 1 0 1 0 1 h053� �2 max .425 3 .573 5 .14 6 763 5 .061 ,. 6 .076 5 1110 min -1.14 3 -.014 9 -.008 3 1 0 1 RISA-3D Version 11.0.0 [Y:\_.\...\...\._\Structural\RISA\rev 1\handrail-10104030-Rev tr3d] Page 43 RISA3D Version 11 AA [Y:\...1_\._1._\Structural\RISA\rev 1\handraii-10104030-Rev 1.Bd] Page 44 A Company �. Velocdel.Inc. June 18,2015 Company : Velocilel,Inc. June 18,2015 Designer �. Alex Bragg 9:51 AM Desgner : Alex Bragg 9�.57 AM Job Number : 10104030 Watertank Handrail-Revision#1 Checked By Neal Turbow Job Number : 10104030 Watertank Handrail-Revision#i Checked By:Neal Turbow F��a���a Mamber Section Forces(Continuedl c � „o a�c��z�hi��ans�•i RFD Steel Code Checks�Continuedl _ _ _ __ o h h .. o._._.. hi'Pn hi'Pn..hi' h'_ . n 1111 M116A 1 max .675 3 .015 11 . 08 5 T 0 1 0 1 0 1 � 34 M34r LZx x6 301 ��� .060��5- 2 39. 75 44.388 .gQ$ .�q�1 H24 1112 min -.8 5 . 5 3 -.012 2 0 1 0 1 0 35 M35 12x2x6� .585 3-- 2 .043�-5�� 3 39A75 �a<.3sa .g25 2.1411 H2-i 1113 2 max .67 3 007 11 .004 5 0 1 .006 11 .003 � 3 3.. 3.i.. 3 .0 aa388 H2-� 1114 min -.83 5 2 3 - 2 0 1 -.002 1 -.006 2 37 M37 L2x2x6 270 0 2 .040�.5- 2 39.075 <a.3ae .g25 2.141'1'Hz-i 1115 3 max .665 3 0 1 0 1 0 1 � A08 11 .003 3 38 M38 x2x .293 0 2 .040��5�� 2 39.075 <4.388 .925 .14 1 HZ-� 1116 min -833 5 0 1 0 1 0 1 -.002 1 - 8 2 39 M39 L2x2x6 247 3�� 5 .0373-�- 5 39.075 44388'�_gz5 .�q�� H2-i 11 7 a 3 1 1 .0 1 0 ' 4 9 3.. 375.. . 44388 g H2-1 i 7 1 - - 41 M41 2.75x.3_. A87 5- 4 .015 0 6 .527 33ai3 .261 1.914-. �-� 1119 5 max .655 3 .005 . 3 .012 1 0 1 0 1 0 1 4 M42 275x.3... .7 4 .0195.s.. 5 ,5 7 33.413 , 6� �.g�4._ �-i 1120 min -.833 -.015 1 -.008 5 0 0 1 0 1 43 M43 Z_�sz.3... 723 0 4 .010 0 - 4 .527 s3.at3 .261 1.914-� �-�a 1121� M117B 1 max S47 � 3 A1 11 .011 3 0 1 0 1 1 44 2,75z.3... 4 75.e.. 7 3a.a�3 1 4�- �-� 11 min 1 - 45 M45 2.75x.3... .604 0 4 Al2 0 3 .527 33413 261 1.914... 1-1 1123 2 max� .546 3 .007 11 .005 3 0 1 .006 9 .002 3 46 M46 Z_�Sx3... .515 4 .007 0 4 .527 33.a�3 2 1 1.914-- �-� 1124 min -]42 -.002 1 -.00 0 -.002 1 -.006 12 47 M47 2.75x.3... 273 0 4 A43 0 3 527 33ais�261 1.914�.- �-� 112 8 2.75x.3... .9.. 33.413 1 4... 1-7 1 - - 49 M49 2.75z.3... .501 0 2 .0375.s- 4 �527 �33ai3��261 1.914-. �-t 1127 4 max 544 3 002 2 005 5 0 1 006 9 002 3 50 M50 z.�5x.3... 546 0 2 . 7 0 5 .52 33.413 .261 1.9 4 �-� 1128 m'n -]42 -.007 12 -.005 3 1 - 1 - 51 M51 2.�sx.3._ .633 0 2 .011 s.s..� 3 .527 33.ai3 261�1.914... �-� 1129 5 max .543 3 A05 2 .009 5 0 1 0 1 0 1 5 MS 275x.3... ] 0 2 .008 0 2 .5 7 33.<�3 261 1.914.-� �-� _, � 53 M53 2.7sx.3... .678 0 2 A15�0 �2 .527 33.ai3 261 �1.914� �-� - - Sq .75z.3... 0 30 0 7 33.413 . 61 1. 14... 1-1 55 M55 2]5x.3._ .406 0 5 . 095.9.. 3' .527 !33413,. 61 1.9143 �-� Envelone AISC 13th(360-051•LRFD Steel ode Ghecks M 2.75x.3... 5 . 7 5.9.. 27 33 413 . 61 1 9 4 �-1 57 ' M57 2.75x.3._ 74 0 5 �A065.9_ 2 S27 33.473 261 1.914-. 1-1 Mem r ....... i'Pn hi' n . ` . hi'... _ 275x.3... 1 5.9.. 7 27 33.473 261 . 14... 1-1 1 M1 �25x2_.. .167 0 6 .Ott.0 z6 12A51 36.556 1.1142.476...H2-1 59 M59 2.75x.3_. .552 0 6 .006s9-�� �2 _-527 33ai3 .261�1.914.- �-� 2 2 �.s�.... 118 s.. 5 .006 s.9.. ... 12. 51 as.sss 1.114 .537 3 HZ-� M60 + 3 t2.5�.... 1 3 .OW 1 .0 1 '38.556 .114 . 3 �- H2-1� .75x.3... .312 5.. 4 .015 0 .527 33.413�261 1.914... 1-1 .5,¢.... s_ � 3a.sss 4 ._H2-i 6 M 1 s.sx.s�s .11 3 6 960 3 5�� .82 �.ss.ezs'.52 7. 571 �-� 5 M5 L2Sx2.... 232 5- 2 �.022 0 22 12.051 38556�1.1142.537'...�H2-1 S.Sx.375 4 4 . 3.9.. .82 %.825 � 1-1 M6 .5�.... .4 9 . .193 0 2 1 .051 38.556 1.114 .378..-H2-1 �y M65 S.Sx.375 004 �3�5 .001 1.5 7�66.825..'.66.825 S22��7.657 1 �-� ... 3 .124.937 1 12A51 38.5561.11425373�H2-1, � 5 .001 3 7 66.825 �.825 .5227.6571 �-� 7 M7 L2.5z2._. .542 6 SSx.375 0 7 6 .8 .66.825�. .7. 571 �-� .5�.... 5.9.. � 38.556 .1 4 ._H2-1 S.Sx.375 p 4.. 1 .4.. 7 66.825 5 5 1-1 9 M9 �.5�..- .117 5- 2 006 0 9 12A51 3e.556��1.1142A72...�Hz-�� 67 ' M68 s.sx3�5 .123 1 3 231�a.. 3'66.825 �..ae.e25...522 7.6571 �-� 10 M1 sx2.... 090 5.. 3 .008 s.e..z 3 12.051 38 556 1.114 .406...H2-1 11 M11 L2.5�.._ 206 5.. 3 A0659.. ... 12.051 �3e55s�1.1142.371:...H2-� 68 M69 s.sx.375 ] 7 � 371 3 66.825 66.825 .522 7.6571 �-� .5�.... 5.. 51 38.556 � ...H2-1 69 M70 S.Sx.375 .OW 5.. 3 .001 1 S�. 7�66.825 66.825 .522 7.657 1 �-� 13 M13 L25�_.. 5 7 1.. 4 1405.9.. 3 1 . 51 '�38.556'1.1142 1...�H2-i'� 7 S.Sx.375 A 7 5.. 1 1. 7 66.82 65.825 5 7 1 �'� 4 .sx2.._ 5.. , 5.9_ 3 3a.55s . 4 4...H2-1 7� M72 5.5x.375 .005 � 3 .001 LS �7 66.825 s6.e25 .52217.6571 �-� 15 � M15 �2.s�z.- 235 0�3 .005 0 ... 12A51 sasss�1.1142256' ....H2-�� 72 M73 s.sx.375 .005 0 1 .001 .a.. 7 66.825 �.a25 .522 7.6571 �-� .5�.... 5.. 5.9.. � 38.556 � 5 _.H2-1 73 M74 .S.Sx.375 .063 4�� 3 .097 4- 2�.66.825 ��66825 S22 7657hN�-� 7 L25z2._ � 5_ � 38556 .�HLi' S.Sx.375 .5.. 66825 �6 1-7 11 4 1 5 L2.5#.... 4 5.. . 5.9.. . � 38556 . � q 75 M76 S.Sx375 .010 -�1 .001�1.5� 7�66.825 66.825 522 7.6571 �-�a H2-� 76 M77 5.5x.375 027 1 .074 <.. 66.825 �.g25 .522 .6571 �-i 19 M19 L25x2_.. 274 5- 6 .07359.. 3 12.051 38556�1.1142.424�-'H2-1, 77 M78 S.Sxs75 .005 �� 1 .001 1.5 7 66.825 66.825 .522 7.6571 1-� . .S�Q_.. .. . 5.9.. 1 38.556 1 14 ...H2-1 S.Sx.375 68 825 7-1 1 � M 1 x2x6 . 4 3- 5 0 �.5.. 6 39.075 'aa.3sa .9 � .141.1 HZ-� 79 M80 s.sx.3�5 �007 0 5 �.001 0 7.66.825 .6sa25 .522 7.6571 �-� 3.. .1.. 7 44.388 141 1 Hz'� M� IPE 2.0 . 0 1 .6.. 13. 11 3 .13 1. 7 1. 7 ... 1-1 23 M23 L2x2x6 229 3.. 3 .048�.5.. 4�39.075 <a.3ea .925 .1411�H2-t 81 M107 IPE_2.5 ]26 �.. 3 .083ze2 2 23296 so.7�5 3.5963.596.- �-t 24 M 4 L2x2x6 . 45 3.. 3 .040�.5.. 4 39.075 aa.3s8 .925 .1411 H2-i IPE 2.0 �.. 6.. 1 1. 7-1 5 . 4 3_ �.5.. 4 3 5 ���.aa.3sa .9 .1411 HZ-� z. 5 .084�.s2 3 23296 so.7i5 3.59fi3.596... �-� 3.. 1.5.. 90 5 44.388 . 1 11 Hz-� 83 M110 IPE_25 ]25 � 3 051�s 3 39075 4asea 925'2�ai� Nz-� M111 iPE 2.0 506 3 .068 .6.. 13.511 32.13 1.8721.872... t-t 27 M27 L2x2x6 .360 - 85 M�12 iPE 2.0 .506 <.. 3 .095 6.. 3.13.511 '32 13�1.872 1.872... 7-� 8 M28 L2x2x6 651 3.. 3 .064 i.5.z 3 39.075 sa.aas .925 .141 1 Hz-i x 4 a. 7 �s- 3 075 �aa sea 141 1 Hz� � 113 IPE 2.0 z. 5 . �.. 13 511 32.13 1.87 1.872... t-� 3.t.. aa.38a H2-7 87 M114 iPE_2.o 229 a..�6 A25 6.. 6 13.511 32.13 1.8721.872.- �-� 88 M115 iPE 2.5 53 �.. 3 .044 .s2 5 23296 so.�u 3.5963.5 .- �-� � 31 M31 L2x2z6 224 �.. 3 A23�.5.. '3 39.075 44.388�,.925 Z.141�1.H2-1 89 M119 iPE 2.0 .177 3.. 2 A23.se3 2 26521 32.13 1.8721.872.- �-� 3 x 247 3.. 3 1�.5.. 3 3 075 aa.saa 9 .141 1 Hz-� M126 s.sx.s�s .008 3 5 .001 3 7 66.825 �.a2s .5 2 6571 �-� 3 33 x .318 3.. .042�.5.. 3 39.07 a4.3ea .9 5 .141 1 H2-i RISA-3D Version 11.OA [Y:\._\...\..\._VStructural\RISA\rev 1\handrail-10104030-Rev 1.Bd] Page 45 RISA-3D Version 11.OA [Y�.\_\...\_.\...\StrucWral\RISA\rev 1\handrail-10104030-Rev 1.r3d] Page 46 Company : Velocitel,Inc. June i6,2015 Designer : Alex Bragg 9:51 AM Job Number �. 10104030 Watertank Hantlrail-Revislon ft1 Checketl By:Neal Turbow Conterminous 48 States 2003 NEHRP Seismic Design Provisions Envelone AISC 13thf360-051:LRFD Steel Code Checks/Continuedl Latitude=44.93572220000001 91 M112A L2x2xa A54 �- 2 A02 z s_ 7 22A22 aosss .691 1 S77--Hz-� Longitude=-93.6147222 92 M113 x xa oa +. oo .s.. � z2.ois 30.586 .691 1.57 HZ-� Spectral Response Accelerations Ss and S1 ss M114A L2x2x4 047 � s oo� 0 9 22 505 3osss s9� �5��_ r,z-, Ss and S1 =Ma ed S ectral Acceleration Values 94 M115A L2x2x4 .046 �.. 3 .001 .a.. 9 22.522 30.588 .691 1.577...H2-1 PP P 95 M116A 12x2x4 .038 �- 5 .002 0 -� 21.966 3o ses _gg� �,577...H2-� Site Class B- Fa=1.0,Fv=1.0 ss nnii�e a o 7 � 3 .002 o i.s86 30.586 sgi i. 77...Hs-+ Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 02 0.064(Ss,Site Class B) 1.0 0.027(S1,Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude=44.93572220000001 Longitude=-93.6147222 Spectral Response Accelerations SMs and SM1 SMs=Fa x Ss and SM1 =Fv x S1 Site Class D- Fa=1.6,Fv=2.4 Period Sa (sec) (g) 02 0.102(SMs,Site Class D) 1.0 0.065(SM1,Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude=44.93572220000001 Longitude=-93.6147222 Design Spectral Response Accelerations SDs and SD1 SDs=2/3 x SMs and SD1 =2/3 x SM1 Site Class D- Fa=1.6,Fv=2.4 Period Sa (sec) (g) 0.2 0.068(SDs,Site Class D) 1.0 0.043(SD1,Site Class D) RISA3D Version 11.0.0 (Y:\...\...\...\...\Structural\RISA1rev 1lhandrail-10104030-Rev 1.Bd] Page 47 t