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Home My WebLink About1015 CHESTNUT AVE; CS; CBC2019-0371; Permitr( ity of Carlsbad Commercial Permit Print Date: 12/06/2019 Permit No: CBC2019-0371 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 1015 Chestnut Ave, Cs BLDG-Commercial 2051902512 $15,000.00 Work Class: Lot #: Reference #: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check #: Tenant Improvement Status: Closed - Finaled Applied: 07/26/2019 Issued: 09/06/2019 Permit Finaled: Inspector: Final Inspection: 12/6/2019 9:17:11AM Description: AT&T: REPLACE 3 ANTENNAS, 3 RADIOS, AND BATTERY CABINET (SUITE 03) Applicant: Owner: DEPRATII INC TRUST VOULGARIS MARKOS AND MELPO TIM HENION FAMILYTRUST 05-31-01 2707 Tiburon Ave 1015 Chestnut Ave Carlsbad, CA 92010-7908 CARLSBAD, CA 92008 503-519-8591 BUILDING PERMIT FEE ($2000+) - $159.31 BUILDING PLAN CHECK FEE (BLDG) - $111.52 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $41.00 MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $39.00 SB1473 GREEN BUILDING STATE STANDARDS FEE . $1.00 STRONG MOTION-COMMERCIAL $4.20 Total Fees: $356.03 Total Payments To Date: $356.03 Balance Due: $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specifiedfees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. 1635 Faraday Avenue, Carlsbad, CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov ITHE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: DPLANNING DENGINEERING DBUILDING DFIRE DHEALTH DHAZMAT!APCD I Z16 Building Permit Application Plan Check No.4jO)q -6311 Cr it of 1635 Faraday Ave., Carlsbad, CA 92008 EeL, Value Ph: 760-602-2719 Fax: 760-602-8558 Carlsbad email: Plan Ck. Deposit building@carlsbadca.gov Date '1 Iifs Iswppp I www.carlsbadca.gov JOB ADDRESS 1015 Chestnut Ave SUITSS/SPACE#/UNITS 3D APN CT/PROJECT C LOT # PHASE N C OF UNITS — 'M—ROOMS N BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE OC GROUP Tim Henion 5035198591 AT&T Mobility VS B-2 DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) Complete antenna swap on permitted WCF under MCUP 09-12, replace (3) antennas and (3) remote radios associated ancillary equipment. Replace indoor battery cabinet with new. No visual change to the building facade, no building or ground penetrations or disruption $/5-000 EXISTING USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) I FIREPLACE AIR CONDITIONING IFIRESPRINKLERS Cell Site Cell Site NA NA NA IYE501 NOM YES DNO YESDNO APPLICANT NAME- •.' .- ......— AT&T Mobility agent Tim Henion PROPERTY OWNER NAME : Voul Garis Markos & Melpo Family Trust ADDRESS 2707 Tiburon Ave ADDRESS 4769 Niagara Ave CITY STATE ZIP Carlsbad CA 92010 CITY STATE ZIP San Diego CA 92111 PHONE FAX PHONE FAX 503-519-8591 1 EMAIL EMAIL theniofl@deprattiinc.corn _______________________ DESIGN PROFESSIONAl, . Telecom Management Group CONTRACTOR BUS. NAME To Be Determined ADDRESS , 14955 Avenida Venusto Suite 8 ADDRESS i1'222 -o CITY STATE ZIP San Dieao CA 92128 CITY / STATE ZIP -F6lM9,0,LA 4k 12S-10 PHONE 503-519-8591 FAX PHONE 957 2.-'1 .Z2-3T3 FAX EMAIL thenion(deprattiinc.com EMAIL okp 6 5Jôs.. ' v(Sc,v.. c1A-',... STATE UC. C .C19197. STATE LIC# ,O1j (o CLASS CITY BUS. UC.# (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair anystructure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he Is licensed pursuant to the provisions of the Contractor's License Low fChapter 9 commending with Section 7000 of DIvision 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). WI@(3 1(fl) Wnrk...rpBnsatlon Declaration: I hereby affirm under penalty of perjury one of the following declarations: .rave and will maintain a certificate of consent to self4nsure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. I have and will maintain workers' compensation, as re9ulr8d by Section 3700 of the Labor Code, for the performance of the woric for which this permit Is Issued. My workers' compensation Insurance carrier and policy -:lnsurancoCo._( 1C'v1t4 ibiJ'uY4&i(g _A_ - -,A Policy No. _4 le erl c3o . Expiration Date iicJ not be completed tithe permit Is for one hundred dollars (5100) or less. 0 J ertiflcate of Exemption: I certify that In the performance of the work for which this permit Is Issued, I shall not employ any person In any manner so as to become subject to the Workers' Compensation Laws of 'iornia. WARNING: Failure to secure workers' compe n covers I unlawful, and shell subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&1IIO,OIIO), In addition to the cost of compensation, damages as provi d to n Sectl bor code, Interest and attorney's fees, .g CONTRACTOR SIGNATURE A DAGENT DATE ®@?oO)OM (S10 J thereby affirm that lam exempt from Contractor's License Law for the following reason, 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who butds or Improves thereon, and who does such work himself or through his own employees, provided that such Improvements are not Intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner.builderwiii have the burden of proving that he did not build or Improve for the purpose of sale). [J I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or Improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I am exempt under Section _____________Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property Improvement. DYes []No 2.1(have / have not) signed an application fora building permit for the proposed work. 3.1 have contracted with the following person (firm) to provide the proposed construction (Include name address! phone !contractors' license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (Include name! address! phone/contractors' license number): I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name! address! phone! type of work): 'PROPERTY OWNER SIGNATURE ----,..------- fri AGENT DATE Is the applicant or future building occupant required to submit a business acutely hazardous materials regIstratIon form or risk management and prevention program under Sections 25505,25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? } Yes No Is the applicant or future buildIng occupant required to obtain a permit from the air pdlutlon control district or air quality management dIstrIct? gTYes Ll.,J No Is the facility to be constructed wIthIn 1,000 feet of the outer boundary of a sthod site? [Yes No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is construction lending agency for the performance of the work this permit is issued (Sec. 3097 (I) Civil Code). Lenders Name Lenders Address Icertifythati have readtheappltcetlon and statethattire above lnformatlon Is comectandthatthelnfoirnatlonontheplanslaaccurata I agree to oDm*wkh all C111yordinances and State laws relatInito buDdIngoonstruction. I hereby authorize representatNe of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. IALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABIIJ11ES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTiNG OF THIS PERMIT. OSHA An OSHA permit is required for excavations; over Sly deep and demolition orconstruntbn ofstuctures over 3 stones in heht EXPIRATION: Every permit Issued by the Building Official under the provisbnsof this Code shall expire by limitation and become null and void lithe building or work authorized by such permit is riot commenced within 180 days from the date ofsuch permit or if the buffing orworkauthorized by such Penn sus d orabandoned at any time after thework Is commenced for a period of 180 days (Section 1064.4 Uniform Building Code). 'APPLIC 1 A DATE ANT S SIGNATURE III 7,7 RENO I 'A w , STOP: THIS SECTION NOT REQUIRED FOR BUILDING-PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. CERTIFICATE OF OCCUPANCY (Commercial Projects Only) Fax (760)602-8560, Email buildinci@carlsbadca.ciov or Mall the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. CO#: (Office Use Only) CO OCCUPANT NAME IWO -A ADDRESS 1. BUILDING ADDRESS CITY itqiç STATE ç' ZIP CITY STATE ZIP Carlsbad CA FAX PHONE gg EMAIL OCCUPANTS BUS UC No iu DEliVERY OPTIONS PICKUP: JCONTACT (Usted above) j OCCUPANT (Usted above) 01 CONTRACTOR (On Pg. 1) ASSOCIATED CB# MAIL TO: 3cONTACT(LIsted above) ) OCCUPANT (Usted above) J& CONTRACTOR (On P. 1) NO CHANGE IN USE/ NO CONSTRUCTION ....... W4 .... WAIL/ FAX TOOTHER: V r CHANGE OF USE/ NO CONSTRUCTION LAPPLICANT S SIGNATURE DATE Permit Type: BLDG-Commercial Application Date: 07/26/2019 Owner: TRUST VOULGARIS MARKOS AND MELPO FAMILY TRUST 05-31-01 Work Class: Tenant Improvement Issue Date: 09/06/2019 Subdivision: PARCEL MAP NO 12574 Status: Closed - Finaled Expiration Date: 03/04/2020 Address: 1015 Chestnut Ave, Cs IVR Number: 20623 Carlsbad, CA 92008-2564 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete 1210612019 1210612019 BLDG-34 Rough 112854-2019 Passed Peter Dreibelbis Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Final 112853-2019 Passed Peter Dreibelbis Complete Inspection Checklist Item COMMENTS Passed BLDG-Structural Final - Yes BLDG-Electrical Final . Yes December 06, 2019 Page 1 of I DATE: 8/7/2019 JURISDICTION: L1tfof Car1sWad PLAN CHECK #.: CBC2019-0371 EsGilV/0 A SAFEbuiItCompany SET:I d APPLICANT JURIS. PROJECT ADDRESS: 1015 Chestnut Ave. PROJECT NAME: AT&T SD0475 MODS 5G NR 10086282 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. E The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: Mail Telephone LI REMARKS: By: David Yao EsGil / (bY% Fax In Person 7/29/19 Telephone #: Email: Enclosures: 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad CBC2019-0371 8/7/2019 [DO NOT PAY— THIS IS NOTAN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK#.: CBC2019-0371 PREPARED BY: David Yao DATE: 8/7/2019 BUILDING ADDRESS: 1015 Chestnut Ave. BUILDING OCCUPANCY: BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) cell site revision per city 15,000 Air Conditioning Fire Sprinklers TOTAL VALUE 15,000 Jurisdiction Code 1cb IBY Ordinance Bldg. Permit Fee by Ordinance V Plan Check Fee by Ordinance v Type of Review: EI Complete Review Structural Only E Repetitive Fee I Repeats El Other 13 Hourly Hr. @ * EsGil Fee I $103.31 1 Comments: Sheet of July 8, 2019 EN6QUEST ) Debra DePratti Gardner c' DePratti, Inc. c 13948 Calle Bueno Ganar 7 Jamul, CA 91935 Subject: Structural Analysis for AT&T's Proposed Antenna and equip.ien' installation inside Existing FRP Enclosure Site Number: SD0475 Site Name: Carlsbad FA Number: 10086282 Site Address: 1015 Chestnut Avenue #03, Carlsbad, CA 92008 EQ Project Number: 1970001 SD0475 Dear Ms. Gardner: ENGQUEST, Inc. has completed a structural analysis of the above referenced site to determine its adequacy for the installation of AT&T's new antenna and equipment as shown in the following page. This analysis assumes that the existing structures, structure modifications and associated components have been properly constructed per original design and have been well maintained. The loads considered in this analysis were determined in accordance with the requirements of the California Building Code, 2016 Edition and the ANSIITIA-222-H (Structural Standard for Antenna Support Structures and Antennas) for an ultimate design wind speed of 96 mph (equivalent to 75 mph 3-second gust) for San Diego County, California. S5 1.061g, S10.384g, Site Class D, Risk Category II. Our findings show that the existing antenna support pipes with associated components will be - adequate to support AT&T's new equipment. The new equipment will be installed on the existing pipe support inside the existing FRP Enclosure. The analysis is based solely on information available to us as listed on the following page. This report is considered void if any of the listed information is incorrect. We trust that this report is satisfactory. If you have any questions regarding the analysis, please contact our office. Yours very truly, ENGQUEST, Inc. /vI 8 59 kt EXP. 9fl2)' David Tan, P.E. (CA License C 58359) ENGQUEST Inc.- 3325 Duluth Hwy. 120, Suite 101, Duluth, GA 30096 • Tel 770-545-8385 • Fax 678-720-3756 • www.engquestcom (2 Cio( 'L' O3 71 AT&T Analysis Report Page 2 Site No: SD0475, Carlsbad Design Criteria & Information Wind 96 mph ultimate wind speed (75 mph 3-second gust) Seismic S8=1.061g, Si=0.384g, Site Class D, Risk Category II. Construction Drawings by Telecom Management Group, dated 07/01/2019. Documents Site Photos. New Antenna Loading Sector Ant. RAD Carrier Cent New !Existing Antenna Description Dimensions (in) Weight (Ibs) E (3) Powerwave 7750 72x14x10 59 E (3) Kathrein 80010864 55x1 5x7 60 Alpha E (3) Kathrein 800-10964K 59x20x6.9 84 & Beta & Gamma 40-0" AT&T E (9) RRUS-32 12.1x6.7x26.7 53 E (3) RRU B14 4478 13.2x7.3x15 60 E (6) KRY 112 75/1 14.9x1 1.7x4.6 30 N (3) Kathrein 800-10965K 78.7x20x6.9 98 N (3) RRUS 4449 B5/B12 13.2x9.5x17.9 71 Notes: 1. Any discrepancies in loading from this listing should be brought to ENGQUEST's attention. Results of this evaluation cannot be used if the loading is different. Mount Analysis Summary INPUT FIELDS OUTPUT FIELDS Basic Number of Uw Windspeed Radial Ice Height Exposure TOPO Mount Pipes pipe 3j trSector (mph) (in) (ft) C.ategory. €Iass Category / Sector (fT) (J .L) AT&T Analysis Repot Page 3 Site No: 5D0475, Carlsbad CALCULATIONS Wind Load Antennas and equipment are installed on the existing antenna mounts inside the existing FRP Enclosure and will be shielded from wind Seismic Load E = 0.609 x 84 lbs = 51.2 lbs (seismic load on the mount pipe due to antenna self-weight) Seismic Load Governs! Please see attached Risa-31D output report for all sectors. . x y CL CL leCwI4 FL '.., ALXO a. 3. LU Lij C, / Envelope Only Solution ENGQUEST.lnc I I SK-2 GW I S00475 Sector A July 8, 2019 at 10:08 AM SD0475 Sector Mount A.r3d / 0) / x Y '7 A~ Member Length (in) Displayed Envelope Only Solution ENGQUEST.Inc I SK-3 GW I SD0475 Sector A July 8, 2019 at 10:09 AM SD0475 I Sector Mount A.r3d x y 92 /18 7 9 93 27 / 22 3 25 30 44 32 31 36 29 12 ,."26/ N39 <3 ,1 4iJ37 21 / / 435 24 23 Envelope Only Solution ENGQUEST.lnc ISK-4 GW I SD0475 Sector A July 8, 2019 at 10:09 AM S00475 I Sector Mount A.r3d A~ z 04 e 00 4 04 p ed 2 2 / O) 1• 2 7 / Envelope Only Solution ENGQUEST.lnc I ISK-5 GW S00475 Sector A July 8, 2019 at 10:09 AM SD0475 Sector Mount A.r3d Code Check (Env) No CaL _ >1.0 .90-1.0 X Y 759 .50-.75 • - 1 - - c - -, C I Member Code Checks Displayed (Enveloped) Envelope Only Solution ENGQUEST.lnc I SK-6 GW SD0475 Sector A July 8, 2019 at 10:09 AM S00475 Sector Mount A.r3d Shear Check ,, (Env) No Calc ~~ >1.0 I .90-1.0 X .75-.90 .50-.75 04 -I - '1 / c/3 o 1 0 Q - / - Member Shear Checks Displayed (Enveloped) Envelope Only Solution ENGQUEST.Inc SK-7 GW I SD0475 Sector A I July 8, 2019 at 10:09 AM S00475 Sector Mount A.r3d Company : ENGQUEST.lnc IIIRISA Designer : GW Job Number : SD0475 ANEMEThCHEK COMPANY Model Name : SD0475 Sector A July 8, 2019 10:05 AM Checked By: DT Hot Rolled Steel Pronerties Ik.1 c ri,..i , rti id. •rk,..,., A4C r.e..rIkU v;I.1rfr.1 D. I A36Gr.36 29000 11154 .3 .65 490 36 - 1_ 58 1.2 2 A572 Gr.50 29000 11154 .3 .65 490 50 1.1 58 1.2 _._ A992 29000 11154 .3 .65 490 50 _ij_. 58 _IZ_. 4 A500 Gr.42 29000 11154 .3 .65 490 42 _1a_. 58 _1.1__ 5 A500Gr.46 29000 11154 .3 .65 490 46 12_.. 58 _1.L_ .... A53 Gr. B 29000 11154 .3 .65 490 35 1 1.5 60 1.2 - Joint Coordinates and Temperatures i kI v r.nl V r.,i 7 rni Thmn rn flti'h Prrini Man o --. .L. N2 0 0 90 0 _.. N3 93.5 0 0 0 A.... N4 93.5 0 90 0 N5 0 0 28 0 16 N6 93.5 0 28 0 _L N7 0 0 82 0 N8 93.5 0 82 0 ..L. N9 0 0 74 0 10 1 NiO 93.5 0 74 Nil 0 11 0 0 36 0 12 N12 93.5 0 36 0 13 N13 94.75 0 28 0 ii N14 94.75 0 82 0 IA.. N15 94.75 0 74 0 JA.. N16 94.75 0 36 0 IL N17 -1.25 0 28 0 IA.. N18 -1.25 0 82 0 ii N19 -1.25 0 74 0 20 N20 -1.25 0 36 0 21 N21 46.75 0 28 0 .22... N22 46.75 0 82 0 .23. N23 93.5 54 0 0 .24.. N24 0 56 0 0 .2. N25 46.75 0 74 0 .21 N26 46.75 0 36 0 27 N27 0 0 61.33 0 .28. N28 93.5 0 61.33 0 29 N29 46.75 0 61.33 0 30 N30 0 0 48.66 0 31 N31 93.5 0 48.66 0 32 N32 46.75 0 48.66 0 33 N33 6 0 28 N34 0 34 6 0 82 0 _ N35 87.5 0 28 0 36 N36 87.5 0 82 0 37 N37 60.3 0 28 0 38 N38 60.3 0 82 0 39 N39 33.1 0 28 0 40 N40 33.1 0 82 0 RISA-3D Version 17.0.2 [P:...\. ..\SD0475 MODS 5G NR2019-07-05 CacuIationsSector Mount A.r3d] Pagel Designer : GW 10:05 AM IIIRISA Job Company : ENGQUEST.lnc July 8, 2019 Number : S00475 Checked By: DT AP1EAIETSCHEKCOMNV Model Name : S00475 Sector A Joint Boundary Conditions i,;.,. i &,i V rwinl V rlfr.ni 7 ri,i.,i V D,+ rI,f.fr.li V 0..6 fl,0I.11 7 0,,4 ft,411.,11 Eu Eu Eu Eu Eu U Eu U EFJ II I, I UI El UI Ke Hot Rolled Steel Design Parameters I hI I nnIhfln1 I hm,n1 I h,,r;r1 I mn +..ifln1I 'nmn h.+fln)I j,w,, I(u,., IC,, (h Pi~finn .j. Ml PIPE 2.0 90 Lateral 2 M2 PIPE2.0 90 Lateral M3 C4x1.5x3116 96 MU Lateral 4 M4 C4x1.5x3/16 54 Lateral M5 C4x1.5x3116 96 Lateral _L M6 C4x1.5x3116 54 Lbyy Lateral ..j_ Mu C4x1.5x3116 54 ...bw - Lateral _L. M12 C4x1.5x3116 54 Lbyy Lateral _9_. M13 L2x2x2 98.184 Lbw Lateral .j M14 2x2x2 - 99.298 Lbyy Lateral jj M15 2x2x2 - 93.5 Lbvv - Lateral 12 M16 2x2x2 - 93.5 Lbyy Lateral j... M17 - 2x2x2 93.5 Lbw Lateral RISA-3D Version 17.0.2 [PA ... \ ... SD0475 MODS 5G NR\2019-07-05 Caculations\Sector Mount A.r3d] Page 2 Designer : GW 10:05 AM Company : ENGQUEST.lnc July 8, 2019 IIIRISA Job Number : S00475 Checked By: DT ANEMETSCHEI( COMPANY Model Name : S00475 Sector A Hot Rolled Steel Design Parameters (Continued) Irrii ru Joint Loads and Enforced Displacements Joint Label LAM Direction Magnitude[(lbib4t). (in.rad). (lb *SA I No Data to Print ... Load Combinations Envelope Joint Reactions i n11 I f' V CII.1 I 1' 7 rll..l I 4' IAV r11 41 I r' P.AV rII.fe1 I 4' RA7 rlI_fei I 1' N3 max 189.85 2.. 66.953 i_ 795.445 .4.. 0 .4... 0 ..j. 0 ..4._ .min -202.705 .4.... -66.941 ..a.. 344.335 .2.. 0 _L 0 J_ 0 .1. NI max 202.427 2_. 69.437 j... 816.416 2. 0 .4... 0 _4.. 0 .j. A... mm -189.572 .4_. -69.474 .. 365.211 .4... 0 j_. 0 1... 0 ..L N23 jj .003 1 .. 123.946 1..j_ 196.44 2. 0 .4. .013 j. .014 3 _&. mmin 0 J_. -123.957 .2. -179.993 1 1... 0 .j. -.009 1.2. -.019 1_ _L. N24 rn .004 2.. 132.01 .1.. 201.55 3.. 0 4_ .009 3. .019 L. mm -.002 ..4... -131.974 ...& -184.986 .t 0 .1. -.013 _j. -.013 .L 9 Totals: max 392.277 2 392.347 1 1177.223 mm 2 10 -392.276 ..4...1 -392.347 ..3... 1177.223 .4.. Envelope Joint Ojfacements - - 1-1 V r.., I ' V r:.1 I ' 9 r..i I ' V I 4' V D,.,.i;,.., I 4' 9 r I 4' NI max 0 4 1 0 4 1 0 4 2.027e-03 1 7.388e-03 4 9.118e-04 2.. .2... .min 0 j._ 0 j.... 0 1 -2.114e-03 3 -7.51e-03 .2... -9.939e-04 I N2 max .228 ..4... .002 j... 0 4 1.I65e-03 .. 1.095e-03 .4... 8.197e-04 .1. A... .min -.223 .2... -.007 2.. -.001 2.. -8.789e-04 1 -7.353e-04 2 -9.029e-04 j_ 5 N3 max 0 4 0 ..4_ 0 4 I.983e-03 1.... 7.54e-03 ..4... 1.001e-03 J... ..i. mm 0 j_. 0 ..L 0 1 -2.065e-03 3 -7.36e-03 2 -9.249e-04 3 N4 max .225 A.. .002 1.... 0 2. 1.175e-03 .. 7.506e-04 ..j g.933e-0 .1. .1.. .min -.226 .2... -.007 2.. -.001 4 -8.548e-04 ' -1.073e-03 2.. -8.107e-04 3 9 N5 max .16 .4_ .042 3 0 4 1.266e-04 j.... 2.224e-03 4 9.118e-04 3 .iQ_ .min -.159 .2... -.039 j_. 0 .2.. -2.26e-04 .2. -1.93e-03 .2.. -9.939e-04 I 11 N6 max .16 4 .041 ... 0 .2.. 1.507e-04 .j. 1.956e-03 .4... I.00Ie-03 .1. ii -.159 .2... -.039 .j.. 0 4 -2.461e-04 3 -2.192e-03 .2.. -9.249e-04 3 13 N7 .22 4 .002 3 0 4 1.165e-03 . 1.095e-0 .4.. 8.I97e-04 2.. 14. -.217 i.. -.005 j.. -.001 2. -8.789e-04 ' -7.353e-04 .2.. -9.029e-04 I 15 N8 Imax .219 .4... .002 .... 0 .2.. 1.175e-03 2.. 7.506e-04 .4.. 8.933e-04 J... -.218 2 -.005 -.001 4 -8.548e-04 1 -1.073e-03 2 -8.107e-04 3 7 N9 .212 4 .011 3 0 4 I.07e-03 3 9.181e-04 .4.. 1.145e-03 . mm -.211 .2... -.012 .1... -.001 .2.. -8.71e-04 1.089e-03.:.. .L -7.309e-04 .2... -7.823e-04 I Ji. N10 r .213 .4... .011 2.. 0 .2.. 7.428e-04 .4.. 7.535e-04 ..L RISA-3D Version 17.0.2 [PA ... \ ... \SD0475 MODS 5G NR\201 9-07-05 CaculationsSector Mount A.r3d] Page 3 - Company : ENGQUEST.lnc July 8, 2019 .IIRISA Designer : GW 10:05 AM Job Number : S00475 Checked By: DT ANWETScH€KcOMPMY Model Name : SD0475 Sector A Envelope Joint Displacements (Continued) mint )( flnl U V Fini I( 7 lini I e X Rnttinn LC V Rnttinn IC 7 Rnfttnn I I ( 20 - mm -.211 .2... -.011 .1. -.001 4 -8.472e.041i.... -9.014e-04 2 -1.121e-03 .21. N11 max .174 ..4_ .041 0 .j 3.441 e-04 .. 1.582e-03 4 1.294e-03 3 22. .min -.172 .2... -.037 L -.001 2 -3.587e-04 I -1.421e-03 2 -9.282e-04 j_ 23 N12 .173 ..4_ .04 3 0 2 3.222e-04 I.454e-03 ..4. 9.268e-04 I .24.. mm -.173 .2.. -.037 j_. 0 .4... -3.25e-04 j -1.554e-03 2 -1.304e-03 .2L N13 max .16 A_ .04 1. .002 2 2.036e-04 . 1.827e-03 .4.. 9.985e-04 I 26 1 min -.159 -.159 .2.... -.038 j_ -.003 4 -1.931e-04 I -1.958e-03 2 9.227e-04 _ .2L N14 .219 ..4_ .001 .001 2. 1.119e-03 j_ 7.636e-04 4.. .928e-04 .t. .2L min -.218 -.218 .2_ -.003 j_. -.002 4 -8.552e-04 I -9.945e-04 2 -8.104e-04 a_ 29 N15 max .213 4 .01 3 .001 2 1.089e-03 3 7.428e-04 4 7.535e-04 I 30 .min l. -.211 2.. -.01 ..t -.002 4 -8.472e-04 I -9.014e-04 2 -1.121e-03 . 31 1 N16 tnJ_.173 4_ .038 .1 .002 2. 3.222e-04 . 1.454e-03 .4.. 9.268e-04 J_. 32 -.173 .2_ -.036 j. -.003 .4.. -3.25e-04 I -1.554e-03 2 -1.304e-03 . 33 N17 .16 .4... .041 .002 4 2.273e-04 . 1.994e-03 .4 9.094e-04 .1. 34 -.159 2 -.038 1 -.003 2 -2.399e-04 I -1.805e-03 -9.911e-04 I 35 N18 rma mm .22 4 .001 .001 1.091e-03 2.. I.017e-03 4 8.194e-04 .1. -.217 .2.... -.004 ..t -.002 2. -8.93e-04 j_ -7.493e-04 2. -9.023e-04 I 37 N19 max .212 .4... .01 1.. .001 1.4.. 1.07e-03 3 9.181e-04 .4.. 1.I45e-03 .L 38 min -.211 -.211 .2.. -.011 j_ -.002 2.. -8.71e-04 1 -7.309e-04 2. -7.823e-04 I 39 1 N20 max .174 ..4.. .039 .1. .002 .4.. 3.441e-04 .L 1.582e-03 .4.. 1.294e-03 1. AL mm -.172 2.. -.036 j_. -.003 2. 3.587e-04 I -1.421e-03 2. 9.282e-04 I Al. N21 [!] .16 ..4. .067 .2... -.054 2. 7.551e-04 .. 1.139e-0 5.843e-05 A.... AZ. mm -.159 2.. -.072 j_ -.054 1 1 -5.094e-04 I -1.123e-03 2. -5.904e-05 2 43 N22 max .219 4 1 .024 2.. -.054 .2.. .356e-04 2.. 6.429e-04 .4... 4.57e-06 .1. .44.. min -.217 -.217 2.. -.034 .j. -.054 J_ -8.97e-04 ..L1 -6.32e-04 2.1 -4.653e-06 3 AL N23 max 1 0 A_ 0 A.. 0 A_ 0 4_ 0 .4. 0 -A- 46 min 0 j_ 0 j.. 0 1... 0 i. 0 .1. 0 J_ AL N24 max 0 4 0 A. 0 .1 0 A... 0 4 0 4_ AL min 0 j_ 0 j_ 0 j. 0 j.... 0 .1. 0 J_ 49 ____ N25 max .213 ..4_. .03 2.. -.054 2.. 8.341e-04 j.. 7.756e-04 4 1 5.673e-04 .. 50 min 11 2.. -.041 i... -.054 1 -8.765e-04 I -7.693e-04 -5.698e-04 4 51 N26 max .173 4 .061 3 -.054 2. 7.632e-04 .... 1.554e-03 ..j 1.077e-03 2.. 52 min -.172 2. -.068 j -.054 1 ..5367e-04 I -1.521e-03 2. -1.103e-03 4 53 N27 max, .202 ..4... .025 2.. 0 4 9.447e-04 .2... 8.611e-04 .4_ 1.371e-03 .1. 54 .rnin 1 -.201 .2.. -.022 .1.. -.001 2. -7.856e-04 I -7.445e-04 2. -7.032e-04 I 55 N28 çjax .202 4... .024 .2.. 0 2. 9.347e-04 3 7.623e-04 .4.. 6.704e-04 .i. min -.201 -.201 .2.. -.022 .1. -.001 4 -7.938e-04 I -8.445e-04 2.. -1.346e-03 3 JL N29 max .202 ..4.. .041 2. -.054 2.. 8.228e-04 3 7.873e-04 .4.. 5.611e-04 2 58 min -.201 -.201 .2.... -.051 i... -.054 1 -7.828e-04 1 -7.862e-04 .2.. -5.606e-04 4 59 N30 max .19 .j. .035 3 0 .4.. 6.269e-04 .2.. I.132e-03 4 11.409e-03 ..... 60 mm 1 -.189 2.. -.031 j_ -.001 2. -6.023e-04 I 1.001e-03 2. -7.4e-04 J.. 61 N31 max .19 ...4. .034 2.. 0 2. 6.064e-04 2.. 1.018e-03 .4.. 7.276e-04 t. 62 .rnin -.189 .Z. -.031 j..... -.001 4 -6.105e-04 I -1.117e-03 2. -1.407e-03 3 63 N32 max .19 4.... .051 .2.. -.054 2.. 7.943e-04 3 I.054e-03 .4.. 7.451 e-04 2. mm -.189 2.. -.06 j_ -.054 1 -6.504e-04 I -1.024e-03 2. -7.643e-04 4 65 1 N33 n .16 ..j. .047 .1. .002 2. 8.322e-05 ..j. 1.383e-03 .4.. 8.568e-04 3 .min -.159 .2... -.045 j.... -.01 4 -1.939e-06 3 9.331e-05 2. -1.003e-03 I 67 N34 .22 4_ .007 2. .001 2. 1.482e-03 .. 1.434e-03 7.569e-04 2. .rnin -.217 ..L -.01 ...L -.01 4 -1.379e-03 I -5.035e-05 .2... -9.033e-04 I 69 N35 max .16 ..4.... .047 3 .002 4 1.03e-04 4 -9.159e-05 4 1.011 e-03 I .1Q mm -.159 .2_ -.045 1 -.01 2 1.831e-05 2 -1.346e-03 2 -8.697e-04 3 N36 max .219 4 .007 2. .002 4. I.375e-03 2. 8.323e-0 4. 8.972e-0ei mmii -.218 2. -.01 j i -.009 2 -1.272e-03 '1 -1.425e-03 -7.513e-04 3 N37 max .16 4 .064 1 -.043 2 3.49e-04 3 -3.486e-04 4 5.289e-04 I r mm -.159 2 -.068 2. -.053 4 -2.533e-04 j -9.815e-04 2 -3.698e-04 3 N38 max .219 4_ .022 . -.043 2. 1.234e-03 3 -4.058e-04,4 4.558e-04 .1. mm -.218 .2.... -.03 .1. -.053 4 -1.146e-03 -9.329e-04 -2.959e-04 3 RISA-30 Version 17.0.2 [P:\...\. ..\SD0475 MODS 5G NR2019-07-05 Caculations\Sector Mount A.r3d] Page 4 Designer : GW IIIRISA Company : ENGQUEST.lnc Job Number : SD0475 ANEMETSCHEKCOIINY Model Name : SD0475 Sector A July 8, 2019 10:05 AM Checked By: DT Envelope Joint Displacements (Continued) V flnl I f, V r;nl I r 7 ri I 1' V D,s++,.,n I ( V D,sIi.sn I fl 7 D,f+i,,n r I r' 77 N39 max .16 4 .065 3 -.044 4 3.425e-04 3 9.867e-04 4 3.549e-04 3 ..Th.. min -.159 2 -.068 1 -.053 2 -2.465e-04 _IL 3.539e-04 2 -5.163e-04 I 7i_N40 max .219 4 .022 3 -.044 4 1.245e-03 3 9.402e-04 4 2.905e-04 3 80 mm -.217 2 -.03 1 -.053 2 -1.157e-03 I 4.113e-04 2 -4.513e-04 I I - Envelope Member Section Forces Q,. A...;&ri I r' .Qh,fIk1 I f . Qh.1Ik1 I f' T,...,.,,rIk I r! ,o I f ,, M,.n'. I f! j Mi j_max 0 4 .002 .001 ..2.... 0 _4_ 0 _4_ 0 _4_ _2_ min 0 ,..j_ -.001 _j.. -.001 _.4_. 0 _L 0 _i_. 0 L 3 - 2 max 326.378 4 25.692 3 -63.417 4 -7.622 1 4.279 2 5.289 1 min -167.267 _2_ -13.02 ...j. -85.066 _2_ -20.706 ..3.. .996 _4_ -15.089 _... 5 3 max 462.81 _.4..... -8.045 _j.. -39.72 _.2_.. 20.237 ...4.... 62.646 _4_ 25.548 _j_. _L. - mini -89.916 ...2_. -13.89 .. -93.775 4 7.428 _2.... -32.995 ._2_. -30.304 ....i. 7 4 max 787.635 4 67.995 1 191.774 2 0 4 388.537 4 127.491 1 - mit' 336.525 ...2.. -67.495 ...... -207.22 _4.... 0 ..j_ -359.577 _2_. -126.553 ...3.... 9 5 max 795.445 4 67.995 1 191.774 2 0 1 4 0 4 0 4 10.. min 344.335 .2...1 -67.495 _&..1 -207.22 ._4.... 0 i_.1 0 _L. 0 .....L 11 _________ M2 - I max 0 4 .002 3 1 .001 2 0 4 1 0 4 0 4 12_ min 1 0 j.,. -.001 L1 -.002 ....j.. 0 ..j... 0 1.._L. 0 _L. 13 2 maxI 316.239 2 28.62 ... 90.23 _4.. 20.973 _L -.384 _.2_ 8.333 ..J_. min -165.22 _4_. -11.397 ..i..... 66,493 .2.... 7.011 _4... -4.212 _4_. -12.379 .1.. 15 3 456.056 2 -4.612 1 92.895 2 -7.351 4 34.492 4 22.297 1 J.. rmax -84 922 4 -12 666 j 38 874 j -20 352 2 -60 827 2 -29 889 A 808.606 2 70.532j 1 11 207.038 2 0 4 359.296 4 132.248 357.401 _4_ -70.062 .2... :L Ji -191.625 ._.4.... 0 J.... 19 5 Imaxi 816.416 2 170.532 1 207.038 2 0 4 0 4 0 4 min 365.211 ....4... -70.062 ....L -191.625 A... 0 ..J.... 0 1 0 ..L 21 M3 I maxI 59.133 .2.... 38.061 ..2.. 101.581 ...I.. .788 ...j.. 25.318 2 .847 ..4.... .22.. min 1 15.131 .....4_ -39.072 .J -6.956 ..J..... -.034 _.Z.. 3.907 4 .339 ..2... 23 2 mar 293.577 2 59.32 1 -5.329 2 .076 1 -11.057 2 95.602 3 .24... miii 99.046 ....4.... -20.162 ...&.. -163.642 ...4_ -.085 ....&. -35.873 _..4...... -103.105 J_ .2. 3 max 314.807 _.4..... 41.223 .j... 60.128 2 .495 JL -40.276 _. 117.16 ..2.. 26 - miii 235.453 .JL. -23.449 ...2.... -60.902 ....4_. -.314 .1..... -71.376 _4_. -202.933 ..J.... 27 4 max 304.481 4 19.344 3 161.798 2 .144 3 -11.047 4 97.999 3 28 1 mini 96.91 ...2_ -58.465 ...j.. 4.99 ....4.... -.135 ...j. -36.499 _L. -105.547 ...L. 29 5 max 57.638 ..4..... 44.864 _j.. 17.789 ..J_ -.186 1 24.964 _4...... .859 .i... min 15.421 .2.... -38.938 ...a... -119.221 .JL -.986 ..2.. 4.066 ..2_.. .316 ...L 31 M4 I max 17.782 1 44.918 1 -15.405 2 .859 3 24.964 1 4 .986 3 .22.. min -119.225... 3. -38.837 .2.. -57.708 ....4.... .316 ....L 4.066 ....2...... .186 _L 33 ..Z. max 631.279 ...4._ 27.984 .....L 2.457 .j.. .083 .j... 5.661 ....2....... 71.742 .... 34 min -352.421 2 -27.818 3 -10.685 4 -.081 1 3.912 4 -41.247 1 35 3 max 636.985 4 27.984 1 2.457 2 .083 3 8.425 2 103.037 3 36 min -346.715 ...2..... -27.818 ..j_ -10.685 ....4.. -.081 ...j....1 -8.108 ...4._ -72.728 ._L 37 ..,4. max 642.692 .4.. 27.984 .J_ 2.457 ...2.... .083 3 1 11.19 _.2...... 134.332 _a... 38 min -341.009 ...2.... -27.818 .....&.. -10.685 ..4.. -.081 ....j.. -20.129 _4._ -104.21 ....i... 39 5 max 1075.921 4 218.44 3 1 -16.068 4 -.166 1 12.233 2 5.983 3 40 - -1 min, -661.663 .2.. -225.769 ..j..... -30.072 ...2.... -1.015 ..2. -29.242 _..4..... -4.838 ..J.... 41 M5 I Imaxi -17.968 4 218.496 3 661.716 2 1 5.983 3 12.233 2 1 1.015 3 ..42.. min -31.164 _L. -225.855 1 -1075.954 ....L -4.838 _.L -29.242 ._4_ .166 _L 43 1 2 maxI 131.252 2 72.036 1 160.42 2 .201 1 39.575 2 108.646 3 min -445.36 A... -32.802 .j.... 2.994 ...4... -.21 ..2.. 8.849 ...4_.. -115.999 ..L 45 3 max -185.577 ........ 53.836 ....j_ 150.612 2 .318 ..J.... 138.579 4 152.13 ...... miii -419.086 ...4.. -26.948 ....4.... -153.299 ....4.... -.499 1..j... 41.25 1 1-238.0861....L 47 4 max 133.038 4 33.058 3 -4.592 2 .158 3 39.098 4 107.825 3 miii -442.812 ...2.... -72.616 ..J..... -160.849 ....4.... -.149 ..J.... 8.68 ..j.. -114.632 ....t.. RISA-30 Version 17.0.2 [PA ... ... \SD0475 MODS 513 NR\201 9-07-05 CaculationsSector Mount A.r3d] Page 5 IIIRISA ANEMETSCHEK COMPANY Company : ENGQUEST.lnc Designer : GW Job Number : SD0475 Model Name : SD0475 Sector A July 8, 2019 10:05 AM Checked By: DT EnveloDe Member Section Forces (Continued) Mmbr Sc AxialFIbi LC v Shaarflbl LC z Shaafflb1 LC TnrnuaFlb. LC v-v Mome LC '-z Mom.. LC 49 1 5 Imax 19.77 3 213.73 j_ 1059.259 _L. 4.538 1.j_ 13.979 1 4 1.006 1 3 - miii -68.935 ...j... -201.993 ..3_.. -649.761 ...L -5.938 _&. -31.651 2 .189 ....t.. 51 ________ M6 I max 1059.24 .j_ 198.29 _. .466 L 1.006 ..... 29.817 2 3.826 A.. - min -649.689 ..A_. -224.443 L. -43.616 ._.L .189 _j_. -13.455 4 -10.657 ..2.... 53 .2. m' 623.286 .2.....1 23.67 .j_.1 2.762 A... .096 .j.... 19.759 2 96.826 _L min -356.905 ...L. -30.927 ....a -10.632 _2_ -.102 1....a.. -12.529 4 -135.387 ...L. 55 3 max 617.58 .2_ 23.67 ..i_. 2.762 .4._ .096 .j_.1 7.798 _2 1 70.197 J... -56 -. - min -362.613 A... -30.927 1. -10.632 ...L. -.102 j.. -9.422 4 -100.595 _L 57 __ ..i. max 611.873 2.. 23.67 _j. 2.762 _4.. .096 _j.. -4.164 2 43.568 _L min -368.319 ...4... -30.927 .... -10.632 .2.... -.102 _&. -6.315 4 -65.802 _L ..... max 6.951 _j.1 27.59 _j.. -15.711 _.4_ -.339 ....2. -3.959 4 7.856 ...2_. .i. mlii -101.587 .&. -49.463 ..1. -55.236 .2.. -.847 .....4_ -24.068 2 .458 A... t. M7 j_. rn -18.158 4 682.835 .2.. 14.985 j._. 25.252 3 .. .839 4 21.212 2 miii -45.349 _.2... -356.13 A... -9.34 _.3.... -2.923 ..J_ - .341 2 6.593 A. 63 ________ 2. max -18.158 ..j. 682.835 .2..1 14.985 _j._ 25.252 .3. .916 4 15.867 A... ,jjp -45.349 L -356.133 ....4.... -9.34 .. -2.923 _j... .411 2 3.43 .2.. 65 3 ma -18.158 _4..... 682.835 2 14.985 1 25.252 3 1.244 1 25.141 A... 66 mit, -45.349 ...Z. -356.1. ..j.. -9.34 ...3... -2.923 ...j.. .23 3 -14.352 .2.. 67 ..j. max -18.158 _4.... 682.835 .2... 14.985 .j.. 25.252 ..j... 1.634 1 34.416 .A.. 68 miii -45.349 j... -j33 .4_. -9.34 _L -2.923 ...j._.. -.013 3 -32.134 .2.. 69 5 max -18.158 4 682.835 2 1 14.985 1 25.252 3 2.025 1 43.69 4 miii -45.349 ..L A... -9.34 ....&.. -2.923 _t.. -.257 3 -49.916 .2.. 11.. M8 .j. me 70.886 .j_. 430.242...L. 237.819 _L -1.684 _.&. 1.107 3 29.698 .....4.... 12... min -31.451 L -2.5 ...4_. -230,691 .2.. -41.138 .i_ 093 1 8.643 _-2- 73 2. max 70.886 ..j.. 430.242 .2... 237.819 .j_ -1.684 3 6.286 1 37.472 A. 14... I miii -31.451 ..3... -298,553 ..j.. 230.691 ....L -41.138 .J._. -4.9 3 -2.562 .2.. 75 3 max 70.886 1 430.242, 2 237.819 1 -1.684 3 12.479 1 45.247 4 1.. 1 mlii -31.451 ..i. 29I _.4_. 230.691 .1.. -41.138 _L. -10.908 3 -13.766 ..2_. 17 .4... max 70.886 ,j..... 430.242 .2.... 237.819 .j_. -1.684 .2.. 18.673 1 53.022 _.4_. mix, -31.451 ...3... 2E _4_. -230.691 .2.. -41.138 ..J... -16.915 3 -24.97 ....L. 19.. ...L max 70.886 j... 430.242 ..2_. 237.819 .j.... -1.684 3 24.866 1 60.797 L4... ..fl. miii -31.451 2. -298.55 ...4._ -230.691 i... -41.138 ....L -22.923 3 -36.174 _L. ..&L M9 1 m -17.517 .2.. 336.07 j... 11.167 .2.. -1.339 1..j_ 2.172 1 45.746 .2.. mi -46.326 ..j. -704.984 _4_ -17.037 .J._ -32.115 _L. -.387 3 -51.119 A... 83 .2... m -17.517 2 336.07 _2_ 11.167 3 -1.339 .j..... 1.728 1 36.994 _L. miii -46.326 A.. -704.984 _4_ -17.037 _j. -32.115 ..j... -.096 3 -32.76 A.. j... max -17.517 .2.. 336.07 .2... 11.167 _i.. -1.339 _j.. 1.285 1 28.242 .2.. 111in -46.326 ...4.. -704.984 ..j.. -17.037 ..J..... -32.115 _.1.. .195 3 87 4 max -17.517 2 336.07 .2.... 11.167 3... -1.339 .j_. 1.041 2 19.491 _2_ min -46.326 A.. -704.984 _4_. -17.037 .1... -32.115 ._&. .285 4 3.958 A_ 89 5 max -17.517 2 336.07 2 11.167 3 -1.339 1 .839 2 22.317 4 - miii -46.326 A.. -704.984 A... -17.037 .J... -32.115 _I.. .335 4 10.739 _L. 91 ________ MIO i 33.234 _2.. 326.408 2... 246.269 3 38.315 .1_. 26.511 1 53.966 _L .92... - _4. -427.533 ...4.. 253.689 _j.. -4.528 .j... -24.555 3 -38.039 ...4.... 93 .2.. 3=3 .2.. 326.408 .2... 246.269 .j.... 38.315 19.905 1 45.465 ..L. A.. -427.53 ...4..... -253.689 .J_ -4.528 ....3... -18.142 3 -26.905 _4.. 95 .3... maxI 33.234 2 326.408 _2_. 246.269 3 38.315 ...j.. 13.298 1 36.965 _2_ 96 -min 6.622 ....4_. -427.533 ._4_. -253.689 1 -4.528 ....3.... -11.728 3 -15.772 A.. 97 ..4.... max 33.234 ..2....1 326.408 _.j.. 246.269 3 38.315 ..j.... 6.692 1 28.465 .2.. 98 -min- 6.622 ..4..... -427,533 ...4_ -253.689 .1..... -4.528 ...L. -5.315 3 -4.638 A... .... max 33.234 ...2_ 326.408 .2.... 246.269 _a... 38.315 ..j... 1.098 3 19.965 _.2_. ________ - min 6.622 ....4._ -427.533 _4_. -253.689 _j.. -4.528 _&. .085 1 6.496 _4.. 101 ________ Mil ..j. rjjx -26.759 A... 40.558 ..j..... 73.267 A... 1.486 .2... 31.163 2 .491 ...i.. .102 miii -27.423 JL. -1.463 .2. -69.603 .2... -1.493 A -32.116 _ 5.973 j 4 10.3 23.719 _j.. 15.258 _4..... .015 4 1.4.388 ___ _______7.939 MEax 2. -6.345 .1.. & lfl4 -12.506 ...2_ -.01 2 -1.49 4 -38.218 L tQ .987 _L 7.542 ...L 12.933 ..4.._ .306 .2_ 8.724 2 12.124 ..i.. RISA-3D Version 17.0.2 [PA ... \ ... \SD0475 MODS 5G NR\2019-07-05 Caculations\Sector Mount A.r3d] Page 6 Company : ENGQUEST.Inc IIIRISA DesignerJob Number : S00475 July 8, 2019 :GW 10:05 AM ANMETSCHEK COMPNW Checked By: DT Model Name : S00475 Sector A Envelooe Member Section Forces (Continued) Member Sc Axialilbi LC v Shparflhl LC z Sharflb LC TnrnuFIb. LC v-v Mom LC -z Mom--- IC 1061 _ - rnLn -26.451 ...I.. -7.464 ..L -12.993 _.2.... -.339 _j. -9.765 _4.. -56.369 _t.. .iZ _4.. max 2.493 4 5.331 3 26.797 4 .553 2 16.205 2 12.876 3 108 - rrfin 1.743 ..2..... -22.567 .j_ -29.02 _.2.... -.565 ...j. -16.496 _4_. -46.886 ....L _ 5 max 28.894 ...4.,... 14.867 .....3 ...4... 3.064 A... 98.589 _4.._ .497 ..L .110 mfri 1 28.168 2 -54.325 1 -222.069 2 -2.995 2 -97.086 _2_.. -.315 _i... 111 M12 j_. max -26.759 .A.1 1.463 .j_ 69.603 ...L. 1.486 ...2.... 32.116 _4.,.... .309 .112 mip -27.423 ...i. -40.558 .j_ -73.267 _j. -1.493 _4..,. -31.163 _2..... -.491 ..i... I max. -25.973 1 6.345 3 12.506 2 .015 4 1.49 4 38.218 1 .114 - mm -27.939 ....L -23.719 j.., -15.258 ....4.... -.01 i.,.. -1.488 ..2...... -4.388 .JL .11 _a Ifl -24.987 .j..... 7.464 ...L 12.993 ._2_1 .306 .1... 9.765 .....4._. 56.369 ....i... .11 mm -26.451 ,... -7.542 .,.j.. -12.933 ...4..... -.339 4,. -8.724 _2...... -12.124 .....&. 111 A.. max 2.493 ...4,,... 22.567 .j.,.... 29.02 .,.2.. .553 ...2... 16.496 _4.... 46.886 L 118, rnin 1.743 ...2_. -5.331 .j... -26.797 ...4... -.565 A.. -16.205 ....2......-12.876 ....a.. 119 max 28.894 ,._4..,.. 54.325 .,.j.. 222.069 2 3.064 4 97.086 ....2. .315 1 120 min. 28.168 .j.... -14.867 _. -223.517 ...4... -2.995 ...2.... -98.589,...4...... -.497 ....L 121 M13 I max 218.536 3 4.511 4 0 4 .016 3 0 4 0 4 .122 min -232.195 .j... 4.511 ....L 0 ...j.. -.023 .1.... 0 1 0 ....t.. 123 2 max 221.961 3 2.256 4 0 4 .016 3 4.894 4 -4.894 4 124 mi -228.77 ..j,,. 2.256 ,.j... 0 .j..... -.023 ..j... 4.894 1 -4.894 ..J.. 12. max 225.386 3 0 ...4.... 0 4 .016 ...i. 6.525 4 -6.525 4 12 min -225.344 .j 0 j.... 0 .,.j,... -.023 .j,... 6.525 1 -6.525 ..J.... 127 4 mar 228.811 3 -2.256 4 0 4 .016 3 4.894 4 -4.894 4 .12 - miD -221.919 _L. -2.256 ..j 0 ...j -.023 ..j.... 4.894 1 -4.894 _L .129 max 232.236 ...L -4.511 4 0 4 .016 3 0 4 0 ....4.. in -218.494 ,j.. -4.511 ...L 0 ,j...,. -.023 ,,.j.... 0 1 0 ....L 131 M14 I mar 227.168 3 4.678 4 1 0 4 .023 1 0 4 0 4 132 min, -240.911 j... 4.678 ...i1 0 ....L1 -.016 ....., 0 1 0 ...j 133 2. mar 230.593 3 2.339 4 0 4 1 .023 ...j 5.132 4 -5.132 ...4.,.. iM min -237.486 .j_.,. 2.339 .,.j.. 0 ..j,..,, -.016 ...L 5.132 1 -5.132 max 234.018 .......1 0 ...4,... 0 .J 135 3 .... ...4..., .023 ..j..... 6.843 4 -6.843 mip -234.061 .,j.....1 0 .j,...,. 0 .A 136 ... .,j.... -.016 ...i. 6.843 1 -6.843 ,...j,,.,, max 237.443 .,.,.... -2.339 ...4.,.. 0 4 .023 .j.,.. 5.132 4 -5.132 A,.. 1381 1 mint. -230.636 L.. -2.339 ....L 0 ..,.j... -.016 3 5.132 1 -5.132 ....t.. 1391 5 ImaxI 240.868 3 -4.678 4 0 4 .023 1 1 0 4 0 4 14 min -227.211 1 -4.678 .,.j.. 0 1 -.016 ...&. 0 1 0 .,J.... .141 M15 ..trn .208 ...4.... 63.994 ...4.,... 1.795 1 -.001 .2... -19.121 2 86.858 A... 142 ml!) -152.19 .2... 37.103 .2... -23.564 .,j..,. -.015 .14 j .. max -18.092 ,...4,.,,. 24.088 ..,4....1 -5.264 ..i.. -.001 2 1 14.674 1 1 1 ....L .144 - min -133.89 .2.... -2.802 .2... -16.505 .1.... -.015 _.4._ 2.548 3 -23.351 .2.. .145 max -74.906 .... 20.183 .,..4,... 13.425 ...2.... .011 2 21.461 4 -33.269 ._L .14 - mm -134.108 .A... -17.644 .2.... -16.505 .j,..,. -.015 ,..j. 3.476 1 -56.026 .A. 147 4 max -19.7 2 5.269 4 17.272 1 .014 3 17.011 1 .706 1 .146 mm -134.108 ..,.4.... -21.55 .2.. 4.442 ...L 0 ..j.... 3.153 3 -26.116....L 149 5 max 1.955 ..2-1-41.236 4 26.097 3 1 .014 3 -21.649 4 89.159 2 150. min -155.763 ...4.... -68.055 ...2.... -4.383 ..i. 0 ..j.... -49.962 2 37.028 .,..4... 151 M16 I max 208.068 2 77.385 ...4._ .946 1 .026 .... -7.983 2 114.471 ....4... .12 min 110.759 ...4.... 24.828 .2.. -23.256 .,.j... -.012 ..j.... -61.445 4 11.607 .2.. 153 _ tj 223.44 2 43.24 A... -5.8 .2.... .026 .2.. 16.16 1 2.553 .j mm -126.131 .A...1 -9.317 ..2.... -16.495 A.. -.012 .1.. 2.45 3 -25.924 2... . 248.928 ..,4.... 44.599 ...4.... 10.416 JL .026 ...a.. 3.164 3 -28.193 L 156,_ - rnin 45.843 .,...... -49.223 ..2... -32.726 ..j.,.,. -.012 .,J_ -36.142 2 -65.169 .2.. 157 4 max 233.556 4 10.454 .,4.... 16.52 ..2_ .01 ....t.. 15.617 1 2.514 .J.... 158 mm -128.905 ..2.... -42.042 ...2.... 5.535 ...4... -.024 ..2.. 2.256 3 -25.58 .2... 159 ...& max 218.184 ...4.... -23.692 ....4.... 22.082 .2... .01 ..j.... -7.116 4 1112.816 .2... 160 mm -113.533.2... -76.188 ..2.... -.012 ...j.. -.024 2.. -60.168 2 10.019 A..,. .16.1 M17 i... 1.536 ...4..,. 62.069 ...4..,. 2.509 ...j,. .003 ...2... -20.29 2 77.168 ...4.... 162 -1 mm I -38.56 .2.... 36.919 1.2.... -19.816 .2..1 -.009 .,..4.... -50.66 4 33.396 2.. -. RISA-3D Version 17.0.2 [PA ... \ ... \SD0475 MODS 5G NR\2019-07-05 CacutationsSector Mount A.r3d] Page 7 Designer : GW 10:05 AM IIIRISA Company : ENGQUEST.lnc July 8, 2019 Job Number : S00475 Checked By: DT ANEMETSCHEIC COMPANY Model Name : SD0475 Sector A Envelone Member Section Forces (Continued) kAI A....,IrIk1 I Qk.flk1 I f QhrfIh1 I 11 Thrn,,flh I r ui mnmo I ( Mnm I C - 163 IVICIIUIJCI ES 2 - rws1011tIJj_ -16.764 _4_. y__.JwLyw 22.164 _4..j . -1.516 -S 3 __________ .003 ...L 14.405 -- 1 - - - .625 - Di 1.64. win -20.26 ...2._ -2.987 _L I-15.791 ....L -.009 A... 1.953 3 -25.014 . rn -21.02 ..j.. 18.259 A.. 9.985 1.. .007 3 23.376 4 -32.516 1 16. win -21.547 _i. -15.863 ....2_. -15.791 .j.... -.009 A... 4.046 I 1 -50.248 .._4 16Z ...4.. m -21.02 1 1 5.533 _j. 16.596 1 .007 3 1.6.772 1 1 .258 1 .16. - win -21.547 ..3.... -19.768 ...2.... .706 .j... 0 J..... 2.585 3 -27.766 ...2 16.9. .i m .415 ....2.... -40.972 A.. 22.361 JL. .007 ....&.. -22.939 4 79.858 _2 ii. - win -43.064 _4_ -66.274 .2.. -5.059 .j._ 0 ...j.. -52.755 I 2 35.322 _4 111. M18 j.._ rc 28.469 _4_. 66.558 ...4.. 2.464 .j_. .011 ....L -16.509 2 86.822 ....4 A - 113t -6.771 ...2.... 32.601 .2... -19.802 ..... -.002 _j.. -56.249 4 25.502 .2 123. ________ .2.. max 13.463 .j_. 32.412 _.4_. -4.43 _L1 .011 ....&..1 15.762 1 .989 ...i 174 mini 8.407 3 -1.545 2 -12.908 1 -.002 j_.1 2.161 3 1 -27.062 ....3 iZ. maxI 26.901 _Z. 36.804 _4_. 13.87 3 .011 ..3... 5.353 3 -22.551 ....3 176 mini 8.407 ....3... -41.45 .2... -31.208 .J -.006 _.4.... -26.252 2 -47.133 ...2 ill 4_. qj 10.272 ...2.... 2.658 .j.. 13.66 ...j.. .003 ..j._. 15.133 1 .776 ....i 11 win 7.1 4 -31.588 j_ 3.613 ...3..... -.01 _L 2.032 3 -26.216 3 iiL9. ...L 'n 25.644 .2.. -31.487 A... 18.985 _&.. .003 .j.. -15.928 _j_. 86.347 _2 1801 min -8.272 .4.... -65.734 ...2_. -1.712 J_ -.01 ..j.... -55.008 _2_ 23.855 .4 M19 j_ n 300.422 _4... 25.93 _3_ -39.424. _4_ 2.446 .j_. 113.602 ...A_. .633 .. 1.62 win -369.753 .2... -25.956 ....L -43.072 ...2_. -2.549 .j... 69.874 .222 .1 183 2 may 305.107 4 25.93 3 -39.424 4 2.446 1 69.25 4 ....2.j27.978 1 .194 -365.068 ...2..... -25.956 ...j.. -43.072 ...2 -2.549 JL 21.418 ._2_ -28.538 j 185 3 max 410.593 _4_ 25.284 .j_ 8.168 .2... 2.446 .j_ 24.898 _4_ 57.178 _1 win -259.582 .2... -25.31 .2... -90.664 A... -2.549 _3... -27.038 _2._ -57.708 J .162 ..4... max 415.279 ...4_. 25.284 .j_. 8.168 2 2.446 ..j. -17.849 ....2_ 28.734 _1 - miD -254.896 ..2_.. -25.31 ...3.... -90.664 ._4_. -2.549 ...&. -77.099 _4._. -29.234 _3 189 _________ 5 maxi 419.964 4 25.284 1 8.168 2 2.446 1 -8.66 2 .289 1 190 - mini -250.211 .j_ -25.31 .3.-..-90.664 A.. -2.549 A.. -179.096 _4.._ -.76 ... 191 ________ M20 1 m -.277 ...2_ 18.009 .j.. -10.671 _.. 1.574 ..j.... 177.081 .....4...... .401 .1921. min -92.407 A... -18.009 _j.. -69.135 ...4._ -1.59 ...i. 2.676 _..2...... -.228 .1 193 2 Imax 4.409 2 1 18.009 3 -10.671 2 1.574 1 99.304 4 20.033 1 .194 win -87.721 ....4..... -18.009 ..j_ -69.135 ....4.... -1.59 A.. 9.329 ...2..... -19.86 .19k .j.. ma 79.895 ..L 17.981 .j..... 25.319 ...L 1.574 L 21.528 _4..._ 40.293 _1 i.9 win -12.235 ...4.... -17.981 .2... -105.125 ....4.... -1.59 ....L -21.334 _2_ -40.12 .j2 197 4 max 84.58 2 17.981 1 25.319 2 1.574 1 7.151 2 20.065 1 198 mm -7.55 .4.... -17.981 A.. -105.125 ....4.... -1.59 .2. -96.737 4 -19.892 J2 .199. ..i. m 89.25 .2... 17.981 .1.... 25.319 ..2.. 1.574 ..j 35.635 2 .336 2OfL win -2.864 .j. -17.981 i... -105.125 ...4... -1.59 ....&. -215.002 4 -.163 _1 21 M21 _i.. m -1.835 ....4_ 18.314 .2... 68.09 .2.... 1.387 .3... -1.494 4 .351 .J2 22 win -91.344 ..2.... -18.314 ..i.... 10.278 ..4... -1.398 ..j. -175.08 2 -.179 _1 203 2 max 2.851 4 18.314 2 1.387 3 10.069 4 20.424 1 204 win -86.658 ...2.... -18.314 ..J_A.. -1.398 ...L -98.479 2 -20.252 ...3.. rn 79.537 ...4_ 18.286 3t-26.322..j... ..Z.. 1.387 .j... 21.632 4 41.027 1 win -9.973 ....2.... -18.286 ...3... .4.. -1.398 2. -21.877 2 4. mjc 84.222 4 18.286 -40.855405 j .2.... 1.387 .j.... _95.9 2 20.455 _1 win -5.287 .2.. -18.286 2.. -26.322 ..4_ -1.398 J..... -7.98 1 4 -20.283 .J 209 rn 88.908 18.286 .j..... 104.69 1.387 .j_ 213.676 2 .289 210. win 1 -.602 .j -18.286 .2.. -26.322 A..1 -1.398 ..j..... -37.592 4 -.117 1 _1 211 M22 .1.. 'na' 297.069 ..L1 30.206 .2... 47.648 ..4.... 2.15 A.. -74.72 4 1.016 212 win -387.336 ..4... -30.208 J_ 35.121 .2... -2.137 ..j.. -109.424 2 -1.511 _1 213. ________ .2... maxI 301.755 2 30.206 ...3.... 47.648 ..4 2.15 .2... 21.116 4 32.472 _1 214 win 1 -382.65 ...4_ -30.208 ...j... 35.121 ..2... -2.137 ...j.. -69.912 2 -32.966 ... 216 .1. maxi 424.041 ..L 29.572 ..j.. 94.901 ..2._ 2.15 ....3.. 32.487 4 66.456 _1 win -260.364 ...4_ -29.574 .2... -12.132 ...4....1 -2.137 1-30,401 2 -66.948 212 4max428.726 .2.... 29.572 ...j.. 94.901 ...2. 2.15 ..j... 16.363 2 33.187 _1 216 win -255.679 ...4.... -29.574 ..3.... -12.132 ....4..._ -2.137 A... 18.838 1 4 -33.677 .... .219 ..&._ max _433.412_..L. 29.572 ...j 94.901 2... 2.15 _3... 183.126 2 1 -.081 ....1 RISA-30 Version 17.0.2 (PA ... \ ... \S00475 MODS 513 NR\2019-07-05 CaculationsSector Mount A. d] Page Designer : GW 10:05 AM IIIRISA Company : ENGQUEST.lnc July 8, 2019 Job Number : SD0475 Checked By: DT ANENETSCHEX00)1Y Model Name : SD0475 Sector A Enveloøe Member Section Forces (Continued) Member Sec Axiallibl LC v Shearilbi LC z Shearfibi LC Iomueflb.., LC v-v Mome.. LC z-z Mom... LC 12201 I I min l-250.9931 4 -29.574 I 3 -12.132 I 4 I -2.137 I I I 5.189 1 I -.406 I 3 I Envelope Member Section Stresses Mmhr Sôr AviIFki1 It' v Shrf I( 7 Shr[ I( v-TnnFki1 I v-Rntlksil IC 2-Thnrksil LC z-Rüffksil LC Ml J_Imax 0 A. oji 02.04.04.0101 _rnin. 0 lOLL 0 A. 010.10101 max .32 .4. .05 -.124 4. .343 31 .12 .11 .097 2 -.023 .4.. ruin -.164 .2.. -.026 1. -.167 2. -.12 1 -.343 .a .023 .4.. -.097 2.. - ...&. max. .454 .4.. -.016 1. -.078 2. .689 3 .581 1 1.424 .4.. .75 2.. ruin -.088 1 2. -.027 .a 1 -.184 .4. -581 1 -.689 .a -.75 2 1 -1.424 1 .4.. 7 4Lrn. .772 A. .133 11. .376 1 2. 2.876 a 2.898 1 8.83 18.172 2.. 8 - min .33 2.. -.132 1. -.406 .4. -2.898 1 -2.876 1 .. -8.172 2.. -8.83 .4. max .78 .133 i .376 2. 0 4 0 1 4 0 41 0 1 ..10. - ruin .338 2. -.132 .. -.406 A. 0 1 0 1 0 1 0 1 it M2 0 A. 0 02.04.040101 12.. _rnIn 01010 A. 010 1 0 10 I ii .2... rn .31 .2. .056 3. .177 A. .281 .3.. .189 1 -.009 .2.. .096 .4. 14... nn -.162 .4.1 -.022 11 .13 2. -.189 1 -.281 .g -.096 1 .4. .009 1 .2.. 15 3 max .447 2 -.009 1 .182 2 1 .679 3 .507 1 .784 4 1.382 2 16 ruin -.083 A. -.025 3 .076 4. -.507 1 11 -.679 a -1.382 2.. -.784 .4.. 17 - 4 max .793 2 .138 1 .406 2 2.986 .. 3.006 1 8.166 .4.. 8.823 .2. IL. ruin .35 A. -.137 3. 1 -.376 4. -3.006 11 -2.986 1 .. -8.823 2.. -8.166 .4.. IL L max .8 2..1381.4062 04040101 20 ruin .358 A. -.137 3. -.376 4.. 0 11 0 11 0 .1.1 0 .1. .21.. M3 ..j..max .048 2. .051 .. .181 .. 1 -.003 .2. .007 4 1.404 2.. -.076 .4. 22... ruin .012 A. -.052 1. -.012 .1 -.007 4. .003 2. .217 .4.. -.495 .2. 23 2.. (flu .236 2.1 .079 1. -.009 2. .887 1 .822 3. -.613 .2. .701 .4.. .24_ ruin .08 A. -.027 3 -.291 4. -.822 .3. -.887 .1. -1.989 .4.. .216 2.. 25 3 max .253 .4. .055 .11 .107 1.746 1 1.008 1 3. -2.233 .a. 1.395 1 .4.. .26. ruin .19 1 1 -.031 2. -.108 1 4 -1.008 .. -1.746 1 1 -3.958 .4.. .787 2. .27 ..i.max .245 A. .026 .. .288 2. 1 .908 1 .843 .a -.613 .4.. .713 2. .28... ruin .078 .2. -.078 1.. .009 4. -.843 .a -.908 1 .1. -2.024 .2. .216 .4. .2.9.. 1.. rn .046 4 .06 1 .032 1 -.003 .1 .007 1 31 1.384 1 -.079 .2. 30 ruin .012 2. -.052 1 a- -.212 .. -.007 .a .003 1.1 1 .225 .2. -.488 .4.. IL M4 .1...I max .014 1.. .06 .1. -.027 2. -.002 1 1 .008 .. 1 1.384 .4. -.079 1 2. 32 -1 mfri 1 -.096 3 1 -.052 3 -.103 4 -.008 3 .002 11 .225 2. -.488 .4. 33 2.. max 508 A. .037 .1. .004 2. .355 1 .617 .a .314 2. -.076 .4. .tnia -284 2. -037 .a -019 .4. -617 .a 355 .1 217 .4. -111 2. 35 .1.. max .513 .4. .037 1 .004 2. .626 .1 .886 .3 .467 2. .158 .4. .28.. ruin -.279 .2. -.037 a -.019 4 -.886 3 -.626 .1 -.45 .4. -.165 .2. 37 ..4._ r .517 A. .037 1 1 .004 2. 1 .896 .1 1.156 . .62 2. .393 .4. .28.. - min -.275 .2. -.037 3 -.019 4 -1.156 3 -.896 .1 -1.116 .4. -.219 .2. 39 max .866 4. .291 .. -.029 4 .042 .1. .051 .. .678 2. .572 .4. 40 1 mm -.533 2. -.301 1 -.053 2. -.051 .a -.042 .1. -1.622 .4.. -.239 2. 41 M5 F min m -.014 4. a 1.176 2. -.001 1 .009 .678 2 .572 -.025 2. -.301 1 4 42 -1.913 4. -.009 .a .001 .1 -1.622 .4. -.239 2. .43. .2.1 max .106 2. .096 1 .285 1 2. .998 .1 .935 .. 2.194 .2.1 -.173 .4. 44 1 win -.359 4.. -.044 a .005 .4. -.935 .. -.998 .1. .491 .4. -.773 .2.. AL .1.max -.149 .. .072 1 .268 ..21-2.048 .1 1.309 2. 7.684 .4. -.806 .1. 46 - mm -.337 4 -.036 4 -.273 4 -1.309 .3 -2.048 1. 2.287 1 -2.709 .4. AZ.. ..4.. ma .107 4. .044 .a -.008 .2. .986 .1. .928 2. 2.168 .4.. -.17 .2. win -.356 .2. -.097 .1 -.286 .4 -.928 .a -.986 .1. .481 .2. -.764 .4.. 49 5 max .016 .. .285 1.1 1.883 1 2. 1 -.002 1 .1 .009 2. .775 1 4. .619 .2.. mm -.055 1 -.269 .. -1.155 4 -.009 3 .002 .1. -1.755 2. -.273 .4. .M..I_M6 1_1 max .853 2. .264 .a 0 1 .1. 1 .092 2 .033 14 1.653 1 21 .263 14. RlSA-3D Version 17.0.2 [PA ... \ ... \S00475 MODS 5G NR\2019-07-05 CaculationsSector Mount A.r3d] Page 9 ( Designer : GW IIIRISA* Company : ENGQUEST.lnc Job Number : SD0475 ANEWErSC4EICcONY Model Name : S00475 Sector A July 8, 2019 10:05 AM Checked By: DT Envelone Member Section Stresses (Continued) o it' it' -Qk..1 It' it' it' ri,;i it' it' ____r flflIflEKflWflETflWZfl RI RI_ RI ____rIwnfl-,',-rI--flYLE1TUfl'fl RI ______ ______ RI ______ ____w.nnnnnnn RI RI____ flflflWflUWflEl RI RI flflflflflflfl ri rnunwnunuciiu RI nnnflflflfl RI RI nnnnnrin El tEIflflflflIE1 in El____ El El____ El ~~mcq~~n~ n~~n~ n~ n~~n RI_ ERflUflflWflflfl RI RI RI_ RI RI_fI flflflflflflfl RI RI____ RI____ RI RI RI_ RI____ RI UflUE1UUUflfl RI____ ETT1 Un fl flUIIU rnnu-nwuEwI1fln nommn Nmmn ___ ____ ___ ___ _____ ______nwnnwunun runnlflIflflflFIUfl ETifi RISA-31D Version 17.0.2 [RI ... \ ... \S00475 MODS 56 NR\2019-07-05 CaculationsSector Mount A.ridj Page 10 Company : ENGQUEST.lnc Designer IIIRISA : GW Job Number : SD0475 ANEMEThCHEKcOMNY Model Name : S00475 Sector A July 8, 2019 10:05 AM Checked By: OT Envelooe Member Section Stresses (Continued) Member Sec Axiallksil LC vShearf. LCShearL LC vToofksi1 LC vBoifksi1 LC zToo1ksi1 LC z-BotfksiL LC 109 ma 023 4 02 3 397 4 003 1 004 .3. 5.467 .4. 1.898 2. I 110 - mm .023 2. -.072 1 -.395 2. -.004 .3. -.003 j -5.384 2. -1.927 .4. lii. M12...... j_.. ma -.022 4. .002 .3. _124 2. .004 .3 .003 1. 1.781 .4. .609 2. 112 win -.022 3. -.054 1 -.13 4. -.003 j -.004 1 -1.728 2. -.628 .4. 113. - 2 max -.021 1 .008 3 .022 2 .038 3 .329 1. .083 .4. 114 win -.022 3. -.032 1 -.027 .4. -.329 1 -.038 3. -.083 .2. -.0 1 3 max. -.02 1 .01 3 .023 2 .104 3 .485 1 .542 .4. .1 116 win -.021 3 -.01 .1 -.023 .4. -.485 .1 -.104 .3.. -.484 .2.. .0t -.1 111 .4.... Max .002 .4. .03 1 .052 2. .111 .3. .403 1 .915 .4.. - win .001 2 -.007 .3 11 3. -.048 4 -.403 1 -.111 3 -.899 .2.. -.3.. 11 ________ i... max 1 .023 .4. 1 .072 1 .j .395 2. .004 .3. .003 .1.. 5.384 2. 1.927 .4.. 120 _________ win .023 2 1 -.02 .3. -.397 4 -.003 .1 -.004 .3. -5.467 .4.. -1.898 2.. 121 M13 j....max .4452.022 4 0 4 0 4 0 .4. 0 4. 0 .4. 1221 _mjn-.473J..022101010 10101 Imax 0 4.2664-.2664..55 .4..-.591.4. .124 1 win -.466 j .011 1 0 11 .266 i. -.266 1 .55 1.. -.591 .1. 12. ..L max 1 .459 .3. 0 4. 0 4 .354 .4. -.354 4. .733 .4. -.788 i 1261 - win -.459 1. 0 1 0 1 .354 1 -.354 1 .733 1 -.788 j- 127 ..4... m .466 3 -.011 4 0 4 .266 4 -.266 4. .55 4 -.591 .4. 12 win -.452 .1 -.011 .1 0 1 .266 1 .1 -.266 1 .55 .1. -.591 1 129 5 max .473 3-.02240 4 0 4 0 4 0 4 0 4 130 _3in-.4451-.02210 10 1010101 131 MI4J. m .463 3. .022 41 0 4 0 4 0 4. 0 .4. 0 .4. 132 win -.491 j.. .022 1 0 1 0 .11. 0 1 0 .t 0 1 133 i..max .47 3 .011 4 0 4 .279 4 -.279 4 .577 4 -.62 4 .134 - win -.484 .1 .011 1 0 1 .279 .1 -.279 1 .577 .1. -.62 i.. 135 3 m .477 3. 0 4 0 4 .371 4 -.371 4. .769 .4. -.826 .4. win -.477 1 0 1 0 1 .371 .1 -.371 1 .769 1 -.826 1 .131 4 m .484 3 -.011 4 0 4 .279 4 -.279 .4. .577 4 -.62 .4. 13 - win -.47 j -.011 1 0 .1 .279 .1 -.279 1 .577 .1. -.62 1 139 ..L max .4913.-.0224 04.0404.04.04. 14 _.min -.4631 -.0221 0 1 0 1 0 1 0 1 0 1 141 M15 .j_. max 0 4. 1 .307 4 .009 1 -1.889 2. 4.714 4. -2.149 12.. 5.76 .4. 142 win -.31 2. .178 1 2. 1 -.113 .3. 1 -4.714 4 1.889 .2. -5.363 .4. 2.308 2.. 143 ..L max -.037 4 .116 4 -.025 3 1.267 3 .054 1 1.65 .t-.308 .3.. 4.4 .1 - win -.273 2. -.013 2. -.079 1 -.054 1 -1.267 .3. .286 .3. -1.772 .1. 14 ___ ..i. rya -.153 3 .097 4 .064 2. 3.04 4 -1.805 1 2.413 .4.. -.42 1 14 __ - win -.273 4 -.085 .2. -.079 1 1.805 .1 -3.041 .4.. .391 1 -2.591 .4.. 141 __ .4.... max -.04 2 .025 4 .083 1 1.417 .3 .038 1 1.912 1 -.381 .3_ 14 __ - win -.273 4 -.103 2. .021 .3. -.038 .1 -1.417 .3. .354 .3. -2.054 .1. 149 __ __ 5 max .004 2 -.198 4 .125 3 -2.009 4 4.839 2. -2.434 .4. 6.032 2. .11 win -.317 4. -.327 2. -.021 1 -4.839 2 2.009 .4.. -5.617 .2.. 2.614 .4. .151. ___ M16 ...L. m .424 2.. .371 4 .005 1 -.63 2. 6.212 4. -.897 .2. 7.418 4. 152 - win -.226 4. .119 2. -.112 .3. -6.212 4 .63 2. -6.908 .4. .964 .2. 153 __ .2.. ifl? .455 2. .208 4 -.028 2. 1.407 .3. .139 1 1.817 .1. -.296 .3. 154 __ win -.257 4 -.045 .2. -.079 4 -.139 .1 -1.407 .3.. .275 .3..1 -1.951 1.1. 155 3 max .507 4 .214 4 .05 3 3.537 2 -1.53 .3.. .356 13. 4.363 2. 156 win .093 .3. -.236 2. -.157 1 1.53 3 -3.537 2. -4.063 .2.. -.382 .3. .157 ...4.... m .476 4 .05 4 .079 2. 1.388 .3 .136 1 1.756 i.. -.272 .3. 158 win -.263 2. -.202 2. .027 4 -.136 .1 -1.388 .3. .254 .3. -1.885 .1. 159 max .444 4 -.114 4 .106 3 -.544 .4 6.122 2.. -.8 .4. 7.264 .2.. 160 1 win -.231 2. -.366 2. 0 .1 -6.122 2 .544 4. -6.764 2.. .859 4.. .151 M17 .1 ImaxI .003 4 .298 4 .012 .1 -1.812 2 4.188 .4. 2.281 .2. 6.116 4 win 1 -.079 2. .177 2. -.095 .3. -4.188 4 1.812 .2.. -5.695 .4. 2.45 .2. 163 2 -.034 4 .106 4 -.007 3. 1.3573.034 1 1.619 1 -.236 -.041 12 -.014 .2. 3 154 -.076 1.22 3 -1.739 H]E max -.043 Ii .088 4 1 165 .048 2 2.727 4 -1.765 1 2.628 4 -.488 1 - - RISA-3D 17.0.2 [PA ... ... SD0475 MODS 5G NR\2019-07-05 CacuIationsSector Mount A.r3d] Page 11 IIIRISA Company : ENGQUEST.lnc July 8, 2019 Designer : GW 10:05 AM Job Number : SD0475 Checked By: DT ANEMErscHEKcoMNv Model Name : SD0475 Sector A Envelone Member Section Stresses (Continued) Mmhr Sn AIFkci1 IC v qhparr I 7 Shparr If v.TnnFki1 I ( v-Rntlkcil Lr 7-TnnFki1 If 7-Rnf1ki1 I ( .166 min -.044 .a -.076 2. -.076 .1 1.765 .1 -2.727 .4 .455 .1 -2.822 .4. 161 ...4.. ma -.043 1 .027 4 .08 1 1.507 3 .014 j. 1.886 .1 -.312 3 168 min 1 -.044 • -.095 2. .003 .3 -.014 .1 -1.507 .3.. .291 3 -2.025 1.. 1.69 ....5...max 0 2. -.197 4. .107 .3 -1.917 4 4.334 2. -2.579 .4. 6.369 1 110 min -.088 4. -.318 2. -.024 1 -4.334 2 1.917 .4. -5.931 2. 2.769 .4. iii M18 1.... r .058 .319 4 .012 -1.384 2 4.712 .4.. -1.856 2 6.791 .4. 112 1 min -.014 2. .156 2. -.095 .3. -4.712 4 1.384 2.. -6.323 .4. 1.993 2. 113. .2.. ma .027 1 .156 4 -.021 3 1.469 3 .054 .1. 1.772 1 -.261 .3. 114 min .017 .3. -.007 2. -.062 1. -.054 j. -1.469 .3. .243 .3. -1.903 .1. iTh ...3... m .055 2. .177 4 1 .067 3 2.558 1 2 -1.224 1 .3. .602 .3. 3.169 2. 116 mm .017 .3. -.199 2. 1 -.15 .1 1.224 .3. -2.558 2. -2.951 .2. -.646 1.3. ill _Lrnic .021 2. .013 4 .066 i. 1.423 3 .042 j 1.701 1.. -.245 .3. i16 min .014 4.. -.152 2 .017 .3. -.042 1. -1.423 2. .228 .3. -1.827 .1. 119 ma .052 2. -.151 4 .091 3 -1.295 4 4.686 .2. -1.791 .4. 6.641 .2. 180 min -.017 4. 1 -.316 2. -.008 .1 -4.686 12 1.295 4. -6.184 2.. 1.923 .4. 1.61 M19 .j_ rj .295 4.. .051 3. -.077 4 .028 .1 .014 .3. 2.582 .4. -1.588 2. 1.62 min 1 -.363 2. -.051 1 1 -.084 2. -.014 .3. -.028 .1. 1.588 .2..1 -2.582 .4. 1.63 .2.... m .299 4. .051 1 .3. -.077 14 .649 .3. .636 .1. 1.574 .4. -.487 .2.. 184 min -.358 2. -.051 1 -.084 2. -.636 i. -.649 .3. .487 .2.. -1.574 .4. 185 3 m .403 4 .05 1 .016 2. 1.312 3 1.3 .1. .566 .4. .614 .2. 1.66 min -.254 2. -.05 3 -.178 4 -1.3 .1 -1.312 .3 -.614 2. -.566 .4. 161 .1. max .407 4. .05 1 .016 2. .664 .3. .653 1 -.406 .2. 1.752 4 .166 1 min 1 -025 2. -.05 .3. -.178 .4 -.653 i. -.664 .3.1 -1.752 .4.1 .406 .2. 1.66 5 max .412 4.1 .05 .1 .016 2. .017 .3..007 .1.1 -.1972. 4.07.4. .19 min -.245 2. -.05 3 -.178 4 -.007 .1 -.017 2. -4.07 .4.. .197 2. 1.91. M20 ..j. max 0 2. .035 .3. -.021 2. .005 .1. .009 .3. 4.025 .4.. -.061 .2. .192 - min -.091 4 -.035 .1 -.136 4 -.009 3 -.005 j .061 .2. -4.025 .4.. 1.93. ..2....m .004 2 .035 3. -.021 .2. .451 .3. .455 12.257 1 4......21.2_.2. .194 1 min 1 -.086 4. -.035 .1 -.136 4 -.455 .j. -.451 1 2. -.212 .2. -2.257 .4. .19 ...3.. rj .078 2. 1 .035 .1. .05 2 .912 .3. .916 .1. .489 .4. .485 .2. 1.96 min -.012 4 -.035 .3. -.206 4 -.916 .1 -.912 .3. -.485 2.. -.489 .4.. .191 A.. m .083 2. .035 1 .05 2. .452 .3. .456 i.. .163 2. 2.199 .4. 198 min -.007 4 -.035 .3. -.206 4 -.456 1 -.452 .3. -2.199 .4.. -.163 1 2. .19.9 - 1.. ma .088 2. .035 1 .05 2 1 .004 .1 .008 . .81 1 .2. 4.886 14 200 _________ min -.003 4 -.035 .3. -.206 4 -.008 .3. -.004 1 -4.886 .4. -.81 2. 201 M21 J_max 1 -.002 4 1 .036 .3. .134 2 .004 .3.. -.034 .4. 3.979 2. 202 min -.09 2 -.036 1 .02 4-.008 1-3.9792. .034.4. 203. ..Lrna .003 4 .036.3. .1342. .46 V.932 1.2294.2.2382. 204 ... miii -.085 2. -.036 1 .02 4 -.464 3. -2.238 2 -.229 3. rn .078 4 .036 1 4 206 .205 2 .929 1 .492 4 .497 2. 206 win -.01 2. -.036 3. -.052 4 -.932 .3. -.497 2. -.492 .4.. 201 A.. m .083 4.. .036 1 .205 2. .461 .3. .465 1 2.18 .2. .181 .4. 20.6 min -.005 2. -.036 .3. -.052 .4 -.465 i. -.461 .3. -.181 .4. -2.18 2.. 20.9 - .1. m .087 4 .036 1. .205 .2. .003 .1 .007 .3.. 4.856 2.1 .854 4 210 min 0 2. 1 -.036 3. -.052 4 -.007 .3. -.003 11 -.854 .4. -4.856 2 2.11 M22_. - .1.max .291 2. .059 3 .093 4 .034 1 .023 .3. -.1.698 .4.. 2.487 .2. 212 min -.38 4 -.059 1. .069 2 -.023 .3. -.034 1 -2.487 .2. 1.698 1 4.. 213 __ - .2... m .296 2. .059 .3. .093 4 .749 .3. .738 1 -.48 .4. 1.589 2.. 214 min -.375 4 -.059 .1 .069 .2. -.738 1 -.749 .3.. -1.589 .2. .48 .4. 215 - ..L m .416 2. .058 1 .186 2 1 .1522 3 1.51 11 .738 .4. .691 2. 216 min-- -.255 4 -.058 .3. -.024 .4 -1.51 i. -1.522 .3. -.691 .2. -.738 .4. .211 ...4.... ma .42 2. .058 .1 .186 2 .765 3. .754 i. 1.736 .2. -.428 .4. mm -.251 4 -.058 .3. -.024 .4 -.754 1 -.765 .3.. .428 .4. -1.736 1 .2. 219 5 max 1 .425 2. .058 .1. .186 2 .009 3 -.002 1 4.162 .2.1 -.118 1 4.. .220 mm -.246 4 -.058 1 3. -.024 4 .002 1 1 -.009 .3. .118 .4.I -4.162 1 .2. RISA-30 Version 17.0.2 [PA ... \ ... SO0475 MOOS 513 NR\2019-07-05 Caculations\Sector Mount A.r3d] Page 12 Designer : GW 10:05 AM 111RISA" Company : ENGQUEST.lnc July 8, 2019 Job Number : SD0475 Checked By: DI ANEMETSCHEKcOMY Model Name : SD0475 Sector A Envelope Member Section Deflections Service Member Sec x [in] LC y [in] LC z [in] LC x Rotate [r... LC (n) L/y Ratio LC (n) IJz Ratio LC I No Data to Print ... Mmhr Rhona (n,4ø ( I ni4inl I ( hr I n,'finl fir I ( nhi*Pnr Ih1 nhiPnI nhl nhMn u nhi*Mn , (h Pnn I M16 L2x2x2 .323 0 4 .016 1 0 v 14 11939.776 15908.4 402.563 699.728 H2-1 _L M5 c4xl.5x3116 .323 .14_ 4. .099 1 z 14 15883.405 40246.875 934.872 4558.228 I-Nei HI-lb 3 M18 L2x2x2 .279 _0._ 4 .014 ...0.... 4 1939.776 15908.4 402.563 695.21 M2 PIPE 2.0 .275 8j3 2 .057 H2-11 _L 54.375 - 3 16368.554 32130 1871.625 1871.625 3. H1-1b 5 MI PIPE 2.0 .275 62.813 4 .057 54.375 3 16368.554 32130 1871.625 1871.625 H11-1b A. M15 L2x2x2 .255 1 93.5 2 .014 93 y. 2 1939.776 15908.4 402.563 684.318 H2-11 7 M17 L2x2x2 .249 ..93.5 Z1 .014 935 y 2 1939.776 15908.4 402.563 676.79 12 H2-I M3 C4x1.5x3/16 .216 4.. .037 89 z.. 4 5883.405 40246.875 934.872 4558.228 tH M14 L2x2x2 .167 52.752 3 .001 .I-lb 9 0 y 1 1719.879 15908.4 396.008 502.113 M13 L2x2x2 158 2J6 001 .H2-l JQ j4 y.. 1 175913 159084 396008 505535 H2-I ii M111 C4x1.5x3/16 .128 ...4_. 4. .035 46.125 z 4 18183.76 40246.875 934.872 4217.491 1 ... H1-1b 12. M12 C4xl.5x3/16 .128 ....4... 4.. .035 146.125 Z 4 18183.76 40246.875 934.872 4217.491 1 ... H1-1b 13 M20 PIPE 2.0 .115 54 4 .012 27 4 25203.832 32130 1871.625 1871.625 1 ... H1-1b 14. M21 PIPE 2.0 .114 54 2.. .012 27 = 2 25203.832 32130 1871.625 1871.625 ... HI-lb 15 M22 PIPE 2.0 .106 54 Z .010 27 - 2 125203.832 32130 1871.625 1871.625 ... H1-1b ii M19 PIPE 2.0 .104. .....4... 4. .010 27 - 4 125203.832 32130 1871.625 1871.625 ... HI-lb 17 M6 C4x1.3/16 .065 0 2 .018 7.875 v 13 118183.76 40246.875 934.872 4558.228 1... HI 1b, ii1 M4 C4x1.5x3/16 1 .062 141 .019 146.125 v 13 118183.76 140246.875, 934.872 3792.841 RISA-3D Version 17.0.2 [PA ... ... \SD0475 MODS 5G NR\201 9-07-05 Caculations\Sector Mount A.r3d] Page 13 A% x y x CL Ui w 0- 41 w) co o C / 1n Envelope Only Solution ENGQUEST.lnc I SK-2 GW SD0475 Sector B July 8, 2019 at 10:06 AM S00475 I Sector Mount B.r3d A / 6 C) / LO LO / LO %? / C Cy Member Length (in) Displayed Envelope Only Solution ENGQUEST.lnc I SK-3 GW I SD0475 Sector B July 8, 2019 at 10:06 AM SD0475 Sector Mount B.r3d J x y 13 9 / 40 "2 27 ' 38 25 '.1430 / J36 29 32 ~3 3kV 7 2 267'39 / J3I 21 N37 41 / / N35 Nf 24 23 Envelope Only Solution ENGQUEST. Inc SK-4 GW I SD0475 Sector B I July 8, 2019 at 10:06 AM SD0475 Sector Mount B.r3d A x y / / 4 / ov C%J / 0) / / Envelope Only Solution ENGQUEST.lnc I I SK-5 GW S00475 Sector B July 8, 2019 at 10:07 AM SD0475 Sector Mount B.r3d Code Check $ (Env) No Calc >1.0 U: X 90-1.0 .75-.90 .50-.75 000 0,50 - - Q Member Code Checks Displayed (Enveloped) Envelope Only Solution ENGQUEST.lnc I SK-6 GW I SD0475 Sector B July 8, 2019 at 10:07 AM S00475 I Sector Mount B.r3d Shear Check , (Env) No Calc WS m_ >1.0 _ .90-1.0 X Y .75-.90 .50-.75 0,50 c - *77 0 Member Shear Checks Displayed (Enveloped) Envelope Only Solution ENGQUEST.Inc I SK-7 GW I SD0475 Sector B July 8, 2019 at 10:07 AM S00475 Sector Mount B.r3d Company : ENGQUEST.lnc IIIRISAO Designer : GW Job Number : S00475 ANEMETScHEICCO.NY Model Name : SD0475 Sector B July 8, 2019 10:07 AM Checked By: DT Hot Rolled Steel Properties I kI r ri; ( ri;i M,, Than,, AIC rInh,rIhK V.IdFk&1 Po Mdkail Of I A36Gr36 29000 =11154 3 65 490 36 15 58 12 _.2..... A572Gr.50 29000 .11154 .3 .65 490 50 1.1 58 1.2 A992 29000 _11154 .3 .65 490 50 1.1 58 1.2 _4._ A500Gr.42 29000 _11154 .3 .65 490 42 1.3 58 1.1 5 A500 Gr.46 1 29000 1 _11154 .3 .65 490 46 1.2 58 1.1 ..L. A53 Gr. B 1 29000 1_11154 1 .3 .65 490 1 35 1 1.5 1 60 1 1.2 - Joint Coordinates and Temperatures I .,kI V r...i V r.. 7 flnl Tnir F1 flIh Pr^m Fhø. 1 NI- 0 0 0 0 N2 0 0 90 0 N3 93.5 -0 0 0 N4 93.5 0 90 0 N5 0 0 28 0 N6 93.5 0 28 1 0 7 N7 0 0 82 1 0 N8 93.5 0 82 0 N9 0 0 74 0 j. NiO 93.5 0 74 0 it Nil 0 0 36 0 .12.. N12 93.5 0 36 0 13 N13 94.75 0 28 0 ii N14 - - 94.75 0 82 0 ii N15 94.75 0 74 0 ii N16 94.75 0 36 0 1.1. N17 -1.25 0 28 0 ii N18 -1.25 0 82 0 ii. N19 -1.25 0 74 - 0 20 N20 -1.25 0 36 0 it N21 46.75 0 28 0 .22.. N22 46.75 0 82 0 23 N23 93.5 72 0 0 24.. N24 0 44 0 0 25 N25 46.75 0 74 0 26 N26 46.75 0 36 0 .27 N27 0 0 61.33 0 28 N28 93.5 0 61.33 0 .21. N29 46.75 0 61.33 N30 0 730 0 0 48.66 0 31 N31 93.5 0 48.66 0 32 N32 46.75 0 48.66 N33 0 .33 6 0 28 0 4.. N34 6 0 82 0 N35 87.5 0 28 0 36 N36 87.5 0 82 0 37 N37 60.3 0 28 0 38 N38 60.3 0 82 0 39 N39 1 33.1 1 0 28 0 40 N40 1 33.1 1 0 82 0 RISA-3D Version 17.0.2 [PA ... \ ... SD0475 MODS 5G NR\201 9-07-05 Caculations\Sector Mount B.r3d] Page 1 111RISA Company : ENGQUEST.lnc July 8, 2019 Designer : GW 10:07 AM Job Number : SD0475 Checked By: DT ANENEIScHEIC COMPANY Model Name : SD0475 Sector B Joint Label X Fklinl Y 1k/mi Z 1k/mi X Rot.Fk-ftlradi Y Rot.Fk-ft/radi Z Rot lk.ft/radi EM U U EM U U U U El iK El u. El El iv El fl; EIe El El El El El El El Vl E'1 El El El 09 El El El El Hot Rolled Steel Design Parameters Label Shaoe Lenathlinl Lbwlinl Lbzzlinl como toolin1 como botlun I .-tora... Kw Kzz Cb Function j_.1 Ml PIPE 2.0 90 Lbw - I Lateral .2.. M2 PIPE 2.0 90 byy - ____ ____ Lateral M3 - _- - C4x1.5x3116 96 Lbw - Lateral 4 M4 C4x1.5x3116 54 byy Lateral _L MS C4x1.5x3116 96 Lbw - Lateral ._ M6 C4x1.5x3116 54 Lbw Lateral .L. M11 C4x1.5x3116 54 Lbw Lateral _A... M12 C4x1.5x3116 54 - byy Lateral 9 M13 _2x2x2 109.124 Lbw - Lateral J.Q1 14 2x2x2 - 193.059, Lbyy Lateral jj M15 2x22_ 93.5 Lbw Lateral 12 M16 - 1 2x2x2 93.5 Lbyy Lateral Ji M17 - 2x2x2 93.5 Lbw Lateral RISA-313 Version 17.0.2 (PA ... ... SD047S MODS SG NR\2019-07-05 Caculations\Sector Mount B.r3d] Page 2 Company : ENGQUEST.lnc July 8, 2019 IIIRISA Designer : GW 10:07 AM Job Number : SD0475 Checked By: DT ANEMETSCHEKCOMPANY Model Name : S00475 Sector B Hot Rolled Steel Design Parameters (Continued) I Tfl I(,] Joint Loads and Enforced Displacements Joint Label LAM Direction Magni e[(Jb.Ib1t).(in.rad)(lb*sA... No Data to Print ... Load Combinations n_u pta aps .,.n.-__s flu -_1 flu nc__s flu ne__s nu tsr__s flu nu-__s flu ne__s flu tsC__s nu ne__s ni tSr__s Enveloøe Joint Reactions v r111 . r' V rliI I (' 7 rti..1 I r' I.AV nl..fel I r(AV rli.._fel I 1' IA7 rii_fe1 I f' EU EU EU I WIEPz miii Wi IWIWI Wi WI EU_ rri I MIR EUM - - Envelooe Joint Displacements Iss.n v rn1 •r' V r; I r 7 r;.i I t V Pn*it.n I ( V PnIHnn I ( 7 Pn+tn'.n r i r _j_.. NI max 0 4 1 0 _4_1 0 4 2.054e-03 1 7 389e-03 4 9.052e-o4 3 .min 0 _L 0 j_. 0 1 -2.127e-03 3 -7.511e-03 2 -9.797e-04 I 3 N2 max .228 4 0 j_ 0 _4_. 1.154e-03 3 1 .095e-03 .4 8.041 e-04 3 _.4_ .min -.223 2. -.006 ...... -.001 2 -8.625e-04 I -7.355e-04 2 -8.742e-04 j_ 5 N3 max 0 4 0 4 0 4 1 1.962e-03 I 7.542e-03 4 1.015e-03 I .rnln 1 0 .j_1 0 j._1 0 1 -2.058e-03 3 -7.361e-03 2 -9.316e-04 _. 7 N4 max .225 4 .004 .j_1 0 2 1.183e-03 j_ 7.508e-04 4_ 9.22e-04 _i_ mm -.226 -.008 .j_ -.001 4 -8.666e-04 I -1.074e-03 2 -8.262e-04 9 N5 max .16 _. 4 .042 3 0 3 I.466e-04 j_ 2.224e-03 4_ 9.052e-04 3 ._10 mm -.159 _a.. -.04 j_.. 0 1 -2.377e-04 3 -1.931e-03 2 ,9.797e-04 j_. _ij N6 max .16 4. 1 .041 3. 0 2_ I.366e-04 j_ 1.957e-03 ..4_ 1.015e-03 J_ 12.. jj -.159 2_.1 -.038 j 0 4 1 -2.398e-04 3 -2.192e-03 2 9.316e-04 j.. 13 N7 max .22 4 1 .003 3 0 4 1.154e-03 3 1.095e-03 4 8.041e-04 3 14_ mm -.217 _2_ -.006 j_ -.001 2 -8.625e-04 I -7.355e-04 2 -8.742e-04 I 15 1 N8 max .219 .4... .002 3. 0 2 1.183e-03 3 . 7.508e-0 9.22e-04.j_. _i.& mm -.218 j_. -.003 .1.. -.001 4 -8.666e-04 I -1.074e-03 _ -8.262e-04 _.. 17 N9 max .212 4 .012 3 0 4 1.058e-03 3 9.183e-04 4 1.131e-03 3 iL mm -.211 .L -.013 j. -.001 t3__, -8.542e-04 I -7.311e-04 2 -7.559e-04 j iL NIO .213 ..j. .011 _. 0 .1. 1.096e-03 3 . 7.43e-04 4. 7.799e-04 I - RISA-3D Version 17.0.2 [P:\...\. ..SDO475 MODS 5G NR\2019-07-05 CaculationsSector Mount B.r3d] Page 3 Company : ENGQUEST.lnc July 8, 2019 IIIRISA Designer : GW 10:07 AM Job Number : S00475 Checked By: DT ANEITSCHEKCOMMNY Model Name : SD0475 Sector B Enveloøe Joint Displacements (Continued) Joint X lini LC Y fin] LC Z Fin LC X Rotation. LC V Rotation LC Z Rotation I LC 20 1 'mm -.211 2.. -.01 j..... -.001 4 -8.594e-04 1 -9.017e-04 2 -1.135e-03 21 Nil max .174 4 .041 3 0 A.. 3.324e-04 .. 1.583e-03 _4. 1.286e-03 i. 22.. mm -.172 2.. -.038 j. -.001 2 -3.401e-04 1 -1.421e-03 2 -9.121e-04 j. fl. N12 max .173 A. .04 .1. 0 1.. 3.285e04 .. 1.454e-03 A 9.428e-04 I 24.. miii -.173 2.. -.036 j_. 0 4 -3.376e-04 1 -1.554e-03 2 -1.312e-03 j 25 N13 max .16 4 1 .04 3 .002-1 2 2.097e-04 .L 1.828e-03 ..j. 1.013e-0 I- min 1 -.159 2 -.037 1.. 26 1 -.003 j -2.06e-04 1 -1.958e-03 1 2 -9.293e-04 j.. 27 N14 max .219 4.. 0 3 .001 2 1.127e-03 3 7.638e-04 4 9.215e-04 I 28 mu -.218 2. -.002 j_. -.002 4 -8.678e-04 1 -9.947e-04 .2... -8.26e-04 3 ii. N15 max .213 A. .009 .1.1 .001 .2... 1.096e-03 ... 7.43e-04 A. 7.799e-04 I ifl.. min -.211 2_ -.009 .1. -.002 4 1 -8.594e-04 1 -9.017e-04 2 -1.135e-03 ..a. it.1 N16 :n .173 4 1 .038 .1. .002 . 3.285e-04 3 1.454e-03 _4. 9.428e-04 I 32 min -.173 2.. -.035 j_ -.003 4 -3.376e-04 1 -1.554e-03 2 -1.312e-03 33. N17 max .16 A. .041 .L .002 .4... 2.154e-04 .L 1.994e-03 ...4... 9.028e-04 2. 34. mu -.159 2.. -.039 j. -.003 2 -2.209e-04 1 -1.805e-03 2 -9.769e-04 -i- 35 N18 .22 .4.. .002 ii. .001 _4.... 1.079e-03 .. 1.017e-03 ..4. 8.039e-04 2. 36 n -.217 .2... -.005 .1... -.002 2 -8.761e-04 1 -7.496e-04 2 -8.736e-04 37 N19 max .212 4 1 .011 i... .001 .4... 1.058e-03 ..... 9.183e-04 .,.4.... 1.131e-03 2. is.. .min -.211 2. -.012 ..L -.002 2 -8.542e-04 I -7.311e-04 2 -7.559e-04 I iL N20 rn .174 A. .039 1 .. .002 4 3.324e-04 ... 1.583e-031.j 1.286e-03 i.. 40 min 1 -.172 2... -.037 j...1 -.003 2 1 -3.401e-04 I -1.421e-03 2 -9.121e-04 I Al.. N21 rn .16 A. .067 .1. -.054 j. 7.528e-04 .. 1.139e-03 A.. 6.106e-05 .1 .42.. .min -.159 .2.. -.072 j_ -.054 J_ -5.068e-04 j -1.124e-03 2 -5.636e-05 .2.. 43 N22 max .219 4 .024 .L -.054 3 8.332e-04 j... 6.431e-04 _4_ 3.502e-05 J_ 44.. min -.217 2.1 -.034 j_ -.054 1 -8.944e-04 I -6.322e-04 2 -2.139e-05 3 45 N23 max 0 A. 0 A. 0 A. 0 A. 0 A.. 0 A. - miii 0 1.. 0 j_ 0 1... 0 .i. 0 i_ 0 AL N24 max 0 A. 0 A. 0 A. 0 A. 0 A. 0 A. 48... min 0 i_ 0 J_ 0 i 0 1... 0 j_ 0 j 49 N25 max .213 .4. .031 i... -.054 .. 8.318e-04 i.... 7.757e-04 A.. 5.738e-0'i 2 50 .rnun -.211 2. -.041 .1... -.054 1 -8.739e-04 I -7.695e-04 2 -5.637e-04 51 N26 max .173 A. .061 i..1 -.054 3. 7.608e-04 .. 1.555e-03 .4.. 1.08e-03 2.. .rnin -.172 2....1 -.068 i...1 -.054 1 -5.341e-04 j -1.521e-03 2 -1.le-03 4 53 N27 max .202 4 .025 3 0 4 9.333e-04 3 8.614e-04 4 1.359e-03 3 4.. .rnln -.201 .2.... -.024 .1. -.001 2 -7.688e-04 I -7.447e-04 2 -6.802e-04 N28 max .202 A. .024 .1 0 2.. 9.416e-04 .. 7.626e-04 A. 6.933e-041 .1. 56 - .min 1 -.201 .2.. -.021 .1... -.001 4 -8.055e-04 I -8.447e-04 2 -1.358e-03 .a_ 57 N29 max .202 A.. .041 . -.054 3. 8.204e-04 j... 7.875e-04 A. 5.667e-04 .L. 58 .rnin -.201 2.. -.051 ..j. -.054 1 -7.802e-04 I -7.864e-04 2 -5.555e-04 4 59 N30 max .19 ..4_ .035 .2. 0 A. 6.154e-04 .. 1.132e-03 A. 1.398e-03 i... 60 .min -.189 .L -.032 _L -.001 2.. -5.849e-04 1 1 -1.002e-03 2 -7.203e-04 I 61 N31 max .19 4 .034 3 0 2 6.129e-04 3 1.018e-03 4 7.471e-04 I 62 mm -.189 .2.... -.03 j_ -.001 A. -6.223e04 ' -1.117e-03 2 -1.417e-03 63 N32.. max .19 A... .051 .... -.054 .. 7.919e-04 .. 1.054e-03 A. 7.498e-04 . 64 min -.189 .2... -.061 .1. -.054 I -6.478e-04 j I -1.024e-03 2 -7.602e-04 4_ 65 N33 max .16 4 .048 .. .002 2.. 9.898e-05 j_ 1.384e-03 A. 8.504e-04 .L 66 .rnun -.159 .2... -.046 j_ -.01 A. -1.242e-05 3 9314e-052 -9.888e-04 I 67 N34 max, .22 A.. .008 .1. .001 2. 1.472e-03 i... 1.434e-03 -4-. 7.411e-04 j. 68 mu -.217 .2... -.012 ..j. -.01 A. -1.364e-03 I -5.046e-05 .2.. -8.743e-04 1 69 N35 max .16 4 .046 3 .002 4 9.715e-05 4 -9.152e-05 4 1.025e-03 I 70 rrnn -.159 .2. -.044 ..j. -.01 2. -1.9e-05 j -1.346e-03 2 -8.761e-04 3 it N36 ma .219 A.. .006 .2. .002 A. 1.38e-03 ..... 8.354e-05 A. 9.262e-04 I 12.. mu -.218 .2.... -.009 ...t. -.009 2 -1.282e-03 I -1.425e-03 .2.. -7.671e-04 3 73 N37 max .16 1 4 .064 3 -.043 2 3.495e-04 3 -3.486e-04 4 5.415e-04 I 14.. mu -.159 .2. -.068 ..t -.053 1 4 -2.552e-04 I -9.815e-04 2.. -3.754e-04 3 75 N38 ma .219 1..4. 1 .022 ..a.1 -.043 1.2... 1.235e-03 3 -4.057e-04 A. 4.859e-04 I 76 mm -.218 .2. -.03 i... -.053 4 -1.148e-03 I 1-9.33e-0412. -3.124e-04 3 RISA-3D Version 17.0.2 [PA ... \ ... SD0475 MOOS 5G NR\2019-07-05 Caculations\Sector Mount B.r3d] Page 4 Company : ENGQUEST.lnc 11RISA Designer : GW July 8, 2019 : 10:07 AM Job Number SD0475 Checked By: DT ANEMETSCHEKGO.,ANY Model Name : SD0475 Sector B Envelope Joint Displacements (Continued) V r:..,1 •,' v r..,i i t' 9 r;..i i r' v Dk.I i r v onfafinn i r 7 ontafinn r u r 17 N39 max 16 4 065 3 -.044 4 3.373e-04 3 9.868e-04 4 3.493e-04 3 78 mm -.159 2 -.068 1 -.053 2 -2.394e-04 I 3.539e-04 2 -5.037e-04 I 79 N40 max .219 4 .022 3 -.044 4 1.24e-03 3 9.403e-04 4 2.74e-04 3 _80 mm -.217 2 -.031 1 -.053 2 -1.15e-03 I 4.113e-04 2 -4.212e-04 I Envelone Member Section Forces .". e.._ I 1' .. fI61 I (' O..4IK1 I f' I f' .,_., I 1 IiaInm I f ir Mi Ti 01011 0 0 4 0 A.. _2_ min 0 .j.. -.001 .j.. -.001 4... 0 ...j_. 0 1 0 L 3 2 max 326.986 4 25.674 3 -63.434 4 -7.938 1 4.278 2 5.337 1 A.... min -166.945 ...Z... -12.959 ..j_ -85.056 ....2... -20.514 ..L 1.006 _4_. -15.152 ... m 463.426 ...4_ -7.992 _j. -39.71 _..Z... 20.161 _4.... 62.657 _4. 25.487 ..I_ _i. min 1 -89.603 ..L. -13.917 .L1 -93.776 _.4.... 7.346 ....2.. -32.998 _2_ -30.328 ,.._a. 7 4 ImaxI 788.854 4 167.754 1 191.81 2 1 0 4 388.606 4 127.039 1 min 337.24 ..L. -67.454 3 -207.256 _4....1 0 .j. -359.644 _2_ -126.477 .. _L 1. max 796.663 _4._.. 67.754 .j._ 191.81 _2_. 0 _.4... 0 .....4._. 0 _4.. IlL ________ _min 345.05 ..2_ -67.454 _L -207.256 .4_ 0 ...j_ 0 _j_. 0 _L 11 M2 I max 0 4 .002 3 1 .001 2 0 4 0 4 0 4 12.. miii 0 .1..... -.001 ....L -.002 _.4.... 0 ..L 0 .L.. 0 ...t. 11 2... maxi 315.904 ..L. 28.634.. _L 90.23 _4_. 20.915 .1. -.384 ..2_. 8.328 _j... 14 min l-165.477 ...4_. -11.455 ..j_.. 66.499 .2_. 6.934 A.. -4.207 _4_. -12.362 ....... 15 3 max 455.73 2 1 -4.666 1 92.906 1 2 -7.427 4 34.503 4 22.4 1_. - in -85.188 _j. -12.636 JL 38.863 _4. -20.433 2... -60.83 _2_ -2991 1. IL - A. max 828.174 .j_ 70.786 .....j... 207.073 2 0 ..4.... 359.367 .4_ 132.724 _L IL mui 336.687 3 -70.096 3 . -191.662 4 0 j..... -388.263 _.2_. -131.429 ..i. 19 5 max 835.983 1 70.786 1 207.073 2 0 4 0 4 0 A.. 20 min, 344.497 -320.096 ...L -191.662 ..4....1 0 .1.... 0 ....j_. 0 L it. M3 ...i.. max 59.152 1 ...L. 38.152 .._ 86.467 3 .789 _4.. 25.325 _2_. .848 A.. 22 min 15.135 _1 -39.154 _j 7.52 .j_. -.033 ..L 3.911 _4_ .34 .L 23 2 max 293.617 2 59.591 1 -5.312 2 .081 1 -11.053 2 95.501 3 .24... - min 99.038 _.4.... -20.337 j_ -163.666 .4.... -.088 1 -35.876 _4..._ -102.954 .I_. 25. ..i rn 314.823 A.. 41.496 ...j. 60.144 ..L .492 j.. -40.502 .._.&. 117.153 _L mini 235.884 ,..j...1 -23.388 .....2_ -60.908 A.. -.108 .4.... -71.381 ._4...... -202.925 ...t. 27 4 maxl 304.509 4 119.173. 3 161.815 2 .141 3 -11.043 4 98.101 3 28 min 196.883 .j.... -58.197 L 4.968 ....4_. -.13 _j. -36.503 _2_ -105.7 A.. 29 5 maxl 57.643 4 144.789 , 1 34.211 1 -.18 _j.1 24.965 ._4_. .863 _a 30 min 115.404 2 -38.849 3 -136.011 3 -.99 3 4.059 2 .31 1 31 M4 I maxl 34.204 1 144.856 1 -15.389 2 .863 3 24.965 4 1 .99 3 2. miii -136 01 .. -38.73 1. -57.713 _4_ 31 ..j. 4.059 _2_.. 18 ..L. 33 2 max 631.223 4 28.053 1 2.457 2 .086 3 5.661 2 71.769 3 34 - min -352.848 .2.... -27.807 .&. -10.685 4 -.087 .1..... 3.909 _4_. -41.414 _L 35 3 max 636.929 4 28.053 1 2.457 2 .086 3 8.426 2 103.052 3 min -347.142 ..L -27.807 1 -10.685 ...4_ -.087 ..j. -8.111 _4...... -72.974 ._L 37 4 max 642.635 4 128.053 1 1 2.457 2 .086 3 11.19 2 134.335 3 38 min. -341.436 2 -27.807 3 -10.685 4 -.087 1 -20.131 4 -104.534 1 39 5 maxl 1075.949 4 218.627 -16.07 ._j.. -.171 1 1 12.233 2 5.982 3 AL min 1-662.043 ...2..... -226 69 1 -30.079 ...2_.. -1.011 ...j. 1-29.247, 4 -4851 .I_. ..41.... M5 .j. 'ij -17.97 .4._. 218.678 _L 662.097 ...2.. 5.982 _L1 12.233 2 1.011 ...L miii -31.172 .2.... -226.775 1 -1075.982 ..4.._4.851 1 -29.247 4 .171 1 43 2 max 131.311 2 72.317 1 1160.439 2 1 .206 1 39.578 2 108.544 3 44 mu -445.415 ....4.._ -32.978 ..... 2.977 ._4.. -.213 ..L 8.845 4 -115.833 j_ 45 3 max -186.178 3 54.117 1 150.632 2 .323 1 1138.605v 4 152.147 3 min -419.129 4 -26.889 _.4_. -153.331 _4_. -.502 _._ 41.462 1 -238.078 ..j.... 47 4 max 133.121 4 32.887 3 -4.573 2 .155 3 39.102 4 107.928 3 __ __ min .-442.8431 2 -72.341 j - -160.864 _4_. -.143 1_j_1 8.677 2 -114.799 1 RISA-3D Version 17.0.2 [PA ... \ ... \SD0475 MODS 5G NR\2019-07-05 Caculations\Sector Mount B.r3d] Page 5 Designer : GW IIIRISA Company : ENGQUEST.Inc Job Number : SD0475 ANEWETSCHEXCOI4Y Model Name : S00475 Sector B July 8, 2019 10:07 AM Checked By: DT Enveloøe Member Section Forces (Continued) O... A..:.,IrII.1 If' k...fIk1 I 1' If' T.....,..flk I I' .,.. I...... I 1' . &A.... I f' ... maxI 20.323 .î.. 212.885 1 1059.601 2 4.522 .._.L 13.987 4 1.009 3 - mini -69,319 .J_ -201.806 .j_ -649.568 ....4.... -5.934 ...L -31.654 2 .184 _..t.. ..L M6 .j... MaXI 1059.582 2 198.2 ...3 -.161 1 1.009 1 ..j... 29.819 2 3.827 4 ..2.. min -649496.L-223 757 -1-1-43-032 ..... 184 ..j_. -13463 4 -1066 _.2_. 53 2. maxI 623.706 ...L 23.605 .j... 2.762 A... .09 .j_. 19.757 2 96.438 ....t.. 54 1 min -356.478 A_ -30.934 ....&. -10.631 .2.. -.098 ....L -12.534 4 -135,294 3 55 3 Imaxi 618 ..2.... 23.605 .j_. 2.762 ...4_ .09 ..i.... 7.797 2 69.883 L. 56 1 min -362.184 ...4.... -30.934 .j. -10.631 ..2. -.098 ...i. -9.427 4 -100.493 ...... 57 A.. m' 612.294 .2... 23.605 .j.. 2.762 ...4.... .09 ..j.... -4.164 2 43.328 ....L miLl -367.89 ...4..... -30.934 .2... -10.631 ...L. -.098 ....... -6.32 4 -65.693 .....a... 59 ..j.max -7.524 .j....1 27.831 .j..... -15.72 4 -.34 .2... -3.963 4 7.857 .2.. 60 - miD -86.473 ...&.. -49.753 ....L -55.258 ...2._. -.848 .A... -24.076 2 .458 ...4... j. _ M7 .j... my -18.158 _.4.. 682.97 .2... 15.121 j.... 25.104 .2.. .839 4 21.209 ...2.... - mini -45.38 ...2..... -356.061 -UL ...4.... -9.441 .2... -2.708 .J_ .34 2 6.588 ....L 63 ________ ..2... max -18.158 ...4..... 682.97 ....a... 15.121 ....1 25.104 ..2.. .916 4 15.861 A... miD -45.38 2-356.061 A.. -9.441 ....3.... -2.708 ...j.. .411 2 3.423 .2.. 65 3 rj -18.158 ...4_1 682.97 .2... 15.121 ..j..1 25.104 ..... 1.251 1 25.133 A... 66 miD -45,38....2,-.-356,061 _4._ -9441 3 -2.708 .J.... .224 3 -14.362 ...L 67 4 ma -18.158 4 682.97 ..2 15.121 ..j..... 25.104 .j.. 1.645 1 34.405 ....4... 68 n:th -45.38 .2...-3556.01._-4 .... -9.441 .jL -2.708 ...j.. -.022 3 -32.148 ...2... j. m' -18.158 .L 682.97 .2... 15.121 .j... 25.104 .2.. 2.039 1 43.678 ..A... 70 __min -45.38 ..2.... .356.061 A... -9441 ...L -2.708 ..J.... -.268 3 -49.934 ...L it M8 _j.. max 71..252 .j..... 430.164 .2... 236.921 .j_.1 -1.752 ....a.. 1.108 3 29.687 ..A. .12.. min -32.006 ...L. -298.789 ...4.... -230.494 ...L. -40.935 _L. .094 1 8.625 ....2.... .ia. ..Z. max 71.252 L 430.164 .2... 236.921 ...j.. -1.752 ..L. 6.264 1 37.468 ....4... .14... 1 mm -32.006 .2.. -298.789 A.... -230.494 ....&.. -40.935 ..J..... -4.895 3 -2.577 .2.. 75 3 Imaxi 71.252 .j._ 430.164 .2.. 236.921 .1.... -1.752 ..j..... 12.433 1 45.249 A.. mjp -32.006 .2.. -298.789 ...4.... -230.494 ... -40.935 .j..... -10.897 3 -13.779 ...2. 77 4 max 71.252 1 430.164 2 236.921 1 -1.752 3 18.603 1 53.03 4 78 EflI -32.006 .1... -298.789 ....4..... -230.494 ..j.... -40.935 ...j.. -16.899 3 79 5 max 71.252 1 430.164 2 236.921 1 -1.752 3 124.773 1 60.811 4 ..L min -32.006 ...L -298.789 ...4.... -230.494 ..L -40.935 ...L. -22.902 3 -36.184 .2.. .81. M9 j... m -17.517 .2....336.238 ...2.... 11.07 ..... -1.168 ....t.. 2.158 1 45.76 - miL' -46.295 ...4_ -705.042 A... .2. -wL .. -16.904 J. -32.214 ..... -.376 3 -51.125 ..A... 83 ________ 2 max -17.517 2 336.238 2 11.07 3 -1.168 1 1.718 1 37.004 2 _4.. min -46.295 ...4.... m705.042 ...4.... -16.904 .j.... -32.214 .2... -.088 1 3 -32.765 ....L 85 3 max -17.517 2 336.238 2 11.07 3 -1.168 1 1.278 1 28.248 2 ..& - miD -46.295 ...4..... -7w; nAq A... -16.904 _L. -32.214 ...1. .2 3 -14.404 A_ 87 ..4...max -17.517 2 1336.238 2 11.07 3 -1.168 ..j.... 1.041 2 19.492 .2.. - min -46.295 ..4.....1-705.042_.4.... -16.904 _L -32.214 _3.... .285 4 3.956 ...4.... 89 5 max -17.517 2 336.238 2 11.07 3 -1.168 1 .839 2 22.317 4 min -46.295 ....4..... -705.042 ....4.... -16.904 J.... -32.214 ....1.. .335 4 10.735 1. ..2.... .fl. MID ..j... maxi 33.264 .2.. 326.362 .2.. 246.458 JL .8.587 ...L. 26.612 1 53.966 1.2.. 92 mini 6.653 4 -427.618 4 -254.665 1 -4.653 3 -24.575 3 -38.049 4 93 2 maxI 33.264 2 326.362 2 246.458 3 38.587 1 19.98 1 45.467 2 mini 6.653 A... -427.618 ....4.... -254.665 ...j..1 -4.653 ....L -18.157 3 -26.913 .A... 95 3 max 33.264 2 1326.362 2 1246.458 3 1 38.587 1 13.348 1 36.968 2 96 - j:njp 6.653 ...4.... -427.618 ...4_. -254.665 ...j.. -4.653 .2.. -11.739 3 -15.777 .A.... 97 4 max 33.264 2 326.362 2 246.458 3 38.587 1 6.716 1 28.469 2 - mm 6.653 ...4.... -427.618 ....4.... -254.665 ...j.. -4.653 .JL -5.321 3 -4.641 ....4.... ________ .. rILax 3.3264. ..2_ 326.362 .2.... 246.458 ...L. 38.587 ..j.... 1.097 3 19.97 .2.. 1001 1 min, 6.653 ...4.... 427.618 4....-254.665 .j -4.653 .2. .084 1 6.495 .A... 1011 Mil I ImaxI -26.758 4 40.56 1 73.274 4 1.485 2 31.175 2 .491 3 112 - miD -27.426 ....L -1.465 .1.. -69.625 ....2.... -1.495 ...4.... -32.121 4 -.309 .J.... 103 2. in -25.968 .j_ 23.721 .j..... 15.263 ....4..... .014 .A... 1.489 2 4.39 .2.. .1Q4 mm -27.943 ...i.. -6.347 3 -12.515 ..2.... -.012 ...2..... -1.493 4 -38.22 L. 3 -24.984 .j_ 7.542 ...j.. 12.939 ...4.... .305 .2.. 8.724 2 12.127 .2.. RISA-3D Version 17.0.2 [PA ... \...\S00475 MOOS 5G NR\2019-07-05 Caculations\Sector Mount B.r3d] Page 6 Designer : GW July 8, 2019 IIIRISA Company : ENGQUEST.lnc Job Number : S00475 AM ANEZ1CHEKCONY Model Name : S00475 Sector B Checked By: DT Envelope Member Section Forces (Continued) Mmhr Sor AciIFIh1 IC v hPRrflh1 Lr, 7,qhparrlhl If TnrniipFIh LC v-v Mnm U -, Mnm I ( 1061 _rniD -26.454 _L -7.464 _&.. -13 _L -.341 _4_.. -9.768 4 -56.372 ._L ..4_ m 2.493 A... 5.332 ...L 26.805 .4_ .551 ._2... 16.205 2 12.879 ..1. i.Q - rnk 1.743 ...L. -22.568 L. -29.027 ..2_. -.567 ...j. -16.5 4 -46.889 _L. 109 L r 28.894 ..4... 14.87 ... 223.574 4 3.063 A... 98.614 4 .497 .L 11 min 28.168 .j_. -54.328 _.j. -222.101 ..2..... -2.998 _.2... -97.102 2 -.315 _j.. 111 ________ M12 - j. ma -26.758 ..4_.1 1.465 ...L1 69.625 .L. 1.485 _.2.... 32.121 4 .309 _L. 112 mm -27.426 ._. -40.56 _j. -73.274 _4.. -1.495 _4.... -31.175 2 -.491 .... 11 .L m -25.968 _L. 6.347 .1.. 12.515 ...L.1 .014 _4._ 1.493 4 38.22 ._L 114 min -27.943 ._. -23.721 ...j.. -15.263 ...4.... -.012 _L -1.489 2 -4.39 ....a... 11 .î. m -24.984 j. 7.464 .j... 13 ....2_ .305 ...2_. 9.768 4 56.372 ..J... 11 min -26.454 .1.. -7.542 _j... -12.939 _4_ -.341 _4_. -8.724 2 -12.127 ..I. 111 .4.. maxi 2.493 ..L1 22.568 ...j..1 29.027 .2..... .551 ...Z.. 16.5 4 1 46.889 ...t. 118 mID 1.743 ..2.... -5.332 ... -26.805._.4..... -.567 4-16.205 2 -12.879 ...L 119 5 max 28.894 4 54.328 1 222.101 2 3.063 4 97.102 2 .315 1 120. min 28.168 .2.. -14.87 -2.998 ...L. -98.614 4 -.497 ...L. 12.1 M13 .1. rn 181.185 j.. 6.015 A... 0 _4..... .013 JL 0 4 0 A... .122 min -194.944 ..j. 6.015 L. 0 L -.02 ..j... 0 1 0 A... 123 2 max 184.61 3 3.007 4 0 4 .013 3 7.252 4 -7.252 4 124. mID -191 .519 .j.... 3.007 _j... 0 ...j.... -.02 .L 7.252 1 -7.252 .i.... 12 ...... max. 188.035 .1. 0 ...4_ 0 ...4_.1 .013 .j_ 9.669 4 -9.669 .A. 126 min;-188.094 j.... 0 .j..... 0 ..j..1 -.02 ..j_.. 9.669 1 -9.669 j 121 4._ maxI 191.46 .1..1 -3.007 ....4_ 0 _4.... .013 .j... 7.252 4 -7.252 ...4.... 12 min -184.669 .j_1 -3.007 .J_ 0 .j..... -.02 ...j.. 7.252 1 -7.252 ..t.. 129 5 maxI 194.885 3 -6.015 4 0 4 .013 3 0 4 0 4 130 1 min -181.244 .1.. -6.015 ...t.. 0 1 -.02 _L 0 1 0 jj. M14 I maxl 272.064 ....3 3.676 ...4.... 0 ...4.... .025 ...L 0 4 0 A... 132 mm -285.68 .j.... 3.676 i... 0 ..j.. -.018 _.3._ 0 1 0 ..2... maxi 275.489 .j.... 1.838 ...4.... 0 .J 133 _ ...4.... .025 ..j_ 3.779 4 -3.779 ..4..... 134 min -282.26 ..j.. 1.838 .j_ 0 _j.. -.018 .j.... 3.779 1 -3.779 ..L 135 .LImax 278.914 ..L 0 ...4... 0 ....4._ .025 .j.... 5.039 4 -5.039 ....4.... L......... min -278.835 ..j. 0 _.L.. 0 _L -.018 A.. 5.039 1 -5.039 ....L iZ .J.A.. my 282.339 ....... -1.838 ...4.... 0 ...4_ .025 .j..... 3.779 4 -3.779 A... 1381 1 mm -275.41 .j..... -1.838 L.. 0 _j. -.018 ....... 3.779 1 -3.779 J_ 139 ..j. max 285.764 ...... -3.676 _4 0 4 .025 1 0 4 0 4 140 min -271.985 1.... -3.676 L. 0 .j_ -.018 .j.... 0 1 0 1 141 M15 - J._max .181 4 63.995 4 1.786 1 0 ...j... -19.117 2 86.857 A... 1.42 min -152.183 _2_ 37.098 .2... -23.552 ..L. -.015 .j... -47.711 4 34.799 .2... 143, 2 max -18.119 ..j. 24.09 _4..... -5.252 ..... 0 ...j.. 14.675 1 1.012 ...i.. 144 min -133.88 ..L -2.807 .1.... -16.514 j... -.015 .j 2.546 3 -23.368 _L 14 3 max -75.291 3 20.184 4 13.427 ...L .011 21.464 .2... 4 -33.341 _t.. 1.4 min -134.137 A.. -17.649 .1.... -16.514 ...j.. -.015 A.. 3.536 1 -56.029 A... 147 4 max -19.666 ..L 5.271 ..4..... 17.263 ..j.. .013 A... 17.011 1 .692 .j..... 14 min -134.137.L -21.554 2... 4.454 .j.. .001 j._ 3.155 3 -26.097 ..J.... 14 5 Imax 1.989 2 -41.234 ...j... 26.109 _L .013 _&. -21.645 4 89.172 .2... ________ min -155.792 ...4_. -68.06 ..L -4.392 .j_.. .001 .1..... -49.965 2 37.027 A... 151 M16 I max 208.089 _2..... 77.392 _4_.. .958 1 .025 .j.. -7.978 2 114.486 A... 152 j min -110.831 4 24.823 2 -23.268 ...._. -.011 ...j.. -61.452 4 11.6 153 42.. max223.461 .2.... 43.247 _4_. -5.8 2 .025 ....&.. 16.157 1 2.534 154 - min! -126.203 ...4_.1 -9.322 2 -16.497 ...4_. -.011 .j_. 2.452 3 -25.906 _.3..... 155 3 max 248.954 ...4._1 44.606 4 10.404 3 .025 ... 3.228 3 -28.267 _i. .166 mm 46.342 ..._. -49.227 ...2.._ -32.714 ...j_ -.011 .j_. -36.147 2 -65.176 _2.... .161 4 max 233.582 ...4.... 10.461 _4_. 16.52 _2.... .011 ...j.. 15.619 1 2.534 ...i.. 158, 1 mirj.12893E ..2._ 42.047 ...2..... 5.533 .4.... -.025 ..j.... 2.254 3 -25.599 ._. 1.66 5 ImaxI. 218.21 ...4... -23.685 A... 22.069 _j.. .011 ..j.._ -7.109 4 112.823 _L. 160 mmnj.-113.564 _2_.. -76.192 ..L. .003 .j_. -.025 ....... -60.174 2 10.004 A... 161 M17 1 I ImaxI. 1.526 ..j.. 62.073 ..j.. 2.507 1 1 .003 1 ...Z...1 -20.2861 2 77.172 A... .162 mir'j-38.558 1 .2... 36.914 1 .2... -19.812 A...1 7009 A... -50.665 1 4 33.385.1.2... RISA-3D Version 17.0.2 [PA ... \ ... \S00475 MODS 5G NR\2019-07-05 Caculations\Sector Mount B.r3d] Page 7 Designer : GW IIIRISA* Company : ENGQUEST.lnc Job Number : SD0475 AWETSKOMPANY Model Name : SD0475 Sector B July 8, 2019 10:07 AM Checked By: DT Envelope Member Section Forces (Continued) CS.. A.,..drlkl I f' Ok...,..flkl I I' . Ck.....,..TIk1 I I' 1....,.. .rIk I f' I I' ., I f' 163 2 Imax -16.774 _4_ 22.167 4 -t512j .003 _L 14.405 1 .624 ..j_ 164 min -20.258 _2_ -2.991 L -15.793 Li.. -.009 _4_. 1.952 3 -25.018 ..... 1.6 3 max -21.128 L 18.262 _4_ 9.986 _L .007 ....Z. 23.38 4 -32.541 _i. 166 min -21.441 .L -15.867 .2.. -15.793 _j. -.009 ...j.. 4.065 1 -50.253 A... 167 ..4... max -21.128 ..j. 5.536 ...4_ 16.598 _j. .007 ...L. 16.772 1 .259 _L njp 1 -21.441 .....3 1 -19.773 2.. .706 ... 0 ....4.... 2.587 3 -27.762 ...1.. 16. rjc .42 2 40.969 ...4... 22.361 .... .007 _L. -22.934 4 79.868 .2... ii - mm -43.071 _4... -66.278 j -5.057 ..j. 0 ....4..... -52.759 2 35.318 .A. ill M18 j. maxI 28.463 _4... 66.562 .4_ 2.466 .j_. .01 .... -16.504 2 86.829 _4.. liz - win -6.771 ...2.... 32.596 ...2... -19.802 .. -.001 .j.. -56.255 4 25.493 _2.. 173 2 max 13.503 1 32.417 4 -4.43 3 .01 3 1 15.759 1 .981 1 114 -min 8.352 .1. -1.549 .2... -12.906 ...j. -.001 .L 2.162 3 -27.059 ...i.. ii. j... rj,c 26.901 _.2_. 36.809 ...4.. 13.87 .. .01 5.333 3 -22.525 ._ 11 win 8.352 ....&. -41.455 .2.. -31.206 _L -.006 ....4. -26.258 2 -47.138 .2.... liz .i.Imaxi 10.272 2 2.663 _4.. 13.665 1 .004 ...j. 15.135 1 .783 ..L 178 1 win 7.097 _.4.... -31.593 .L 3.609 3 -.01 .. 2.031 1 3 -26.218 1..L. 179 5 Imax 25.644 2 1 -31.482 4 18.981 3 .004 1 -15.922 4 86.356 2 1.80 - ajij -8.275 _4.. -65.738 L -1.707 1.... -.01 ..... -55.013 2 23.846 .A... 161 M19 j_. max 300.574 A... 25.93 3 -39.431 ..4.... 2.12 ..j_ 113.612 4 .632 162 - win -369.748....Z-.-.-25.955 1 -43.065 ..L -2.347 .1... 69.857 2 -1.224 L 183 .2.. max 305.259 ...4... 25.93 .&. -39.431 .4.... 2.12 L 69.252 4 27.976 ..L.. 164 win -365.062 ..2.. -25.955 J.. -43.065 ..L -2.347 ....3.... 21.409 2 -28.539 _&.. 185 i. maxi 410.745 ._4_.1 25.285 .j.... 8.175 _2.... 2.12 _j.. 24.893 4 57.175 _.L -259577_2 1 -2531 .i. -90671 A. -2347 .... -27039 2 -5771 187 4 r 415.43 _j. 25.285 j_. 8.175 _L 2.12 .j_. -17.843 2 28.73 188 win -254.891 _L1 -25.31 1. -90.671 _4... -2.347 .L. -77.112 4 -29.236 _a 189 . max 420.116 4 125.285 j. 8.175 L 2.12 j_. -8.646 2 .285 _t. 190. win -250.205 ....2_ -25.31 _a.. -90.671 ..4.... -2.347 ..L. -179.117 4 -.761 ...&. 191 M20 j_m -.276 2 18.009 .. -10.659 j_.1 1.215 _4.. 177.108 4 .401 ..L 192 1 - mü3 -92.425 .....j -18.009 .j....1 -69.147 ...4....1 -1.402 ...,2_ 193 2 max 4.41 2 18.009 3 -10.659 2 1.215 4 99.318 4 20.032 1 194. win -87.739 A.. -18.009 _L. -69.147 _4_. -1.402 _.2_ -9.341 2 -19.86 3. 195 .1. njc 79.895 j. 17.981 ..L 25.331 ...2_ 1.215 ...4_. 21.528 4 40.293 ..L 19 inia -12.254 ..A... -17.981 _-105.137 A... -1.402 _.2.... -21.333 2 -40.12 .... 197, 4 ma 84.581 2 17.981 .j_. 25.331 2 1.215 4 7.164 2 20.065 _j. 19 min -7.568 ..A.-...-17.981 _ -105.137 ....4 -1.402 ...2.... -96.751 4 -19.892 _.&. 199 .L max 89.267 .2.... 17.981 ..j_.. 25.331 .2... 1.215 ..4 35.661 2 .336 _L 20.0. - win -2.883 A.. -17.981 .3 -105.137 ...4..... -1.402 .2.. -215.03 4 -.163 ..J.... 20.1. ________ M21 Ima -1.82 A.. 18.314 .L. 68.102 ..2. 1.62 .2...1 -1.468 4 .351 .....I.. 20.2 -91.345 ..2... -18.314 .j.. 10.266 _4_. -1.774 ...j. -175.106 2 -.179 .J_.. 203 2 2.866 4 18.314 3 68.102 2 1.62 3 10.082 4 20.424 1 20.4 - Om - -86.659 2.... -18.314 L. 10.266 ...4_ -1.774 ..j_.. -98.491 2 -20.252 _a... 205 ________ 3 -a- 79.551 4 18.286 1 104.702 2 1.62 3 21.631 4 41.027 1 mm -9.973 2 -18.286 _. -26.334 ...4... -1.774 ..j.. -21.877 2 -40.855 ... 20.7 .A. 84.237 A.. 18.286 1..... 104.702 ....L 1.62 .... 95.913 _2 20.455 ...t. 208. - win -5.288 .2... -18.286 ..L. -26.334 A... -1.774 .....L -7.994 4 -20.283 .2.. 209 ________ 5 max 88.923 4 18.286 1 104.702 2 1.62 3 213.703 2 .289 3 210. win -.602 .2.. -18.286 3 -26.334 _4_. -1.774 .j_. -37.62 4 -.117 ._.L 211 M22 j_.max 297.061 2.... 30.206 _L 47.641 A_ 2.351 _&. -74.708 4 1.016 _.&. 212 min 1-387.435 ...4..... -30.209 J.._ 35.128 ....Z.. -2.462 ..J..... -109.44 2 -1.509 _.L 2.i ..2....rn'301.746 ..L. 30.206 L 47.641 A... 2.351 _. -21.112 4 32.476 ._L 214 1 win -382.749 _4_.1 -30.209 ...j.. 35.128 _2_. -2.462 .j..1 -69.922 2 -32.966 .. 216 max 2 29.571 1 94.908 2 2.351 .... 32.484 4 66.461 1 9.574 JL -12.139 A -2.462 L -30.403 2 -66948 4 max t424.O32 2 29.571 1 3 217 94.908 2 2.351 3 76.369 2 33.193 1 218 mit' A -29.574 j -12.139 j -2.462 L 18.828 4 -33.677 mx . .2_. 29.571 _j. 2. 219 94.908 _.2_. 2.351 _&. 183.14 2 -.075 J..... RISA-3D Version 17.0.2 [P:\ ... \...\S00475 MOOS 5G NR\2019-07-05 CaculationsSector Mount t3.rial l-'age ts Designer : GW 10:07 AM Company : ENGQUEST.lnc July 8, 2019 IIIRISA Job Number : SD0475 Checked By: DT ANEMETSCHEKCOVHY Model Name : SD0475 Sector B Envelooe Member Section Forces (Continued) Member Sec Axialilbi LC v Shearfibi LC z Shearilbi LC Torcuelib.. LC v-v Mome.. LC z-z Mom... LC 12201 lmint-251.0921 4 1-29.5741 3 1-12.139 1 4 I -2.462 1 I 5.171 1 I -.407 I 31 Envelope Member Section Stresses Member Sec Axiallksil IC "_ShearL. LC .ShearL. LC vTooFksii LC vBo11ksiI LC z-Toolksi! LC z-Botlksil LC Ml Imax 0 4 0 10 2.0 4. 0 .4. 0 A. 0 .4. mm n 0 .1 0 1 0 4. 0 1 0 j 0 1 0 1 Imax .321 4 .05 .3.. -.124 .4. .344 .3.. .121 Jj_ .097 .2. -.023 A. mm -.164 2. -.025 1. -.167 2. -.121 1.. -.344 .3.. .023 A. -.097 2 3max.4544-.0161-.0782.6893.57911.4244.752 _rnIn -.088 2. -.027 .3..-.184 .4.. -.579 1 -.689 .3.. -.75 2. -1.424 4. .4.. m .773 4 .133 .1 .376 11 2.874 1 2.887 1 8.832_ A. 8.174 2 ...& min .331 2. -.132 .3.. -.406 .4. -2.887 .1. -2.874 1 -8.174 2 -8.832 A. _9_ ..L r .781 1 .376 2. 0 .4.. 0 .4. 0 4. 0 4. 10 _. min. .3382.-.132-.4061 0 1 0 1 0 1 0 1 it ____ M2 ...j..rn 4 0 040.3.010.4.04.04.04. ii min 0 .1 0 1 0 4. 0 j. 0 1 0 i 0 j 13 2 max .31 2 .056 3 .177 4 .281 3 .189 1 -.009 2 .096 4 ii -162 4 -022 .1 13 12 -189 j. -281 .3.. -096 14.. 009 2. 15 ....3... m .447 2. -.009 1 .182 2 .68 1 .509 A.. 1.382 2 16 - mm -.084 4 -.025 .076 4. -.509 1. -.68 1..j~784 .3.382 2 -.784 A.. ii.. .4.. rj .812 1 .139 1 .406 2 2.987 3 3.016 167 A.. 8.824 2. ii mmi .33 3. -.137 3. -.376 4 -3.016 j -2.987 .3 824 2. -8.167 A. ii __ ry .82 .1 .139 j .406 2. 0 .4. 0 .4. 0 .4. 0 A. - mlii .338 .3.. -.137 .3.. -.376 .4. 0 1 0 1 0 .1 0 .1 IL M3 ....Lrn .048 2. .051 3 .1541-0031.007 .4.1.4042.-.076.4. 22 min .012 4 -.052 .1 .013 1.. -.007 .4.. .003 .2.. .217 .4. -.495 2. .23.. .2..1 max .236 2. .079 .1. -.009 2. .886 .1. .822 .3. -.613 2. .701 .4. 24.. min .08 4 -.027 .3.. -.291 .4. -.822 .3. -.886 j -1.989 .4.1 .216 .2. ....3..max .253 1 4 .055 1 .107 2. 1 1.746 j..1 1.008 .3. -2.246 3.1 1.395 .4. 26 jjj .19 .3. -.031 2. -.108 4 -1.008 .3.. -1.746 1. -3.958 .4. .792 1 .27 ...4...m .245 4 .026.3. .288 .2. .909 j..1 .844 3 -.612 4 .713 2. ..21 min .078 2. 1 -.078 .1. .009 4 -.844 .3.. -.909 .1. -2.024 2. .216 .4. 29 5 1 m .046 4 .06 .1 .061 1 -.003 .1. .007 .3.. 1.384 .4. -.079 2.. 30 min .012 2. -.052 .3.. 1 -.242 .3. -.007 .3. .003 1.. .225 .2. -.488 .4.. 31 M4 .j. max .028 1 .06 .1 -.027 2. 1 -.002 .1. .009 .31 1.384 .4. -.079 1 2 32 - min -.109 .3. -.052 .3.. -.103 .4 -.009 .3. .002 .1. .225 .2. -.488 .4. 33 .2.... max - .508 4 .037 .1.. .004 .2. .356 j. .617 .3..1 .314 2. -.076 .4. 34 _min -.284 2.-.037 .3. -.019 4 -.617 .3. -.356 1.. .217 .4. -.111 2. 35 ....3.. m .513 4 .037 .j. .004 2 .628 j. .886 3. .467 2.. .159 .4. 36 mm -.279 2. -.037 .3.. -.019 1 4 -.886 .3. -.628 i.. -.45 .4. -.165 2. 37 ...4... max .517 4 .037 i. .004 2. 1 .899 j. 1.156 .3.. .62 .2. .393 .4. ia.. in -.275 2. -.037 .3.. -.019 4 -1.156 .3.. -.899 1.. -1.116 .4. -.219 2. 39 ..A.. rj .866 4 .292 .3.. -.029 .4 .042 .1.. .051 .3..1 .678 .2. .572 .4.. ...40.. min. -.533 .2. -.302 .1. -.053 .2. -.051 .3.. -.042 .1. -1.622 .4. -.239 .2.. ..41 M5 ...j.. max. -.014 4 .292 .3. 1.177 2. -.001 .1.. .009 .3.. .678 .2. .572 4. ..42.. - min -.025 .2. -.302 .1 -1.913 4 -.009 .3.. .001 1.. -1.622 .4. -.239 .2.. 43 2 max .106 2 .096 1 .285 2 .996 1 .934 3 2.195 2 -.173 4 - mm -.359 4 -.044 .3. .005 .4 -.934 .3.. -.996 .1. .49 .4. -.774 .2. JL. m -.15 .072 .1. .268 2. 2.048 j. 1.309 .3. 7.686 -.81 .1. min 1 -.337 4 -.036 .4 -.273 4. -1.309 .3. -2.048 1.. 2.299 1.. -2.709 .4.. ..47 ...4... may I .107 4 .044 .3.. -.008 2. .988 I .928 .3. 2.168 .4. -.17 .2. .41 min 1 -.357 2. -.096 1 -.286 .4.. -.928 .3.. -.988 .1. .481 2. -.764 .4. .41 A. m .016 .3. .284 i.. 1.884 2.. -.002 1.. .009 .3.. .776 .4. .619 2.. JQ. - min -.056 .1 -.269 1 -1.155 .4.. -.009 .3.. .002 1... -1.755 .2.. -.273 .4. ___ M6 _i rnx .853 .2. .264 .3.. 0 j.. .092 .033 1.4.1 1.654 .2. .263 .4.. RISA-3D Version 17.0.2 [PA ... \ ... SD0475 MODS 5G NR\2019-07-05 CacuIationsSector Mount B.r3d] Page 9 Designer : GW 10:07 AM IIIRISA Company : ENGQUEST.lnc July 8, 2019 Job Number : SD0475 Checked By: DT ANEMETSC$EK COMPANY Model Name : SD0475 Sector B Enveloøe Member Section Stresses (Continued) Mmhr Rpr AyiIFksi1 LC v Shearf IC z Shr1 IC v.Tnnlksil IC v-Rntlksil LC z-Tnnlksil IC z-Rntfksil IC ____ r1IflnnIflnZ!aflIn ____4.flfl.IflmIflIflZfl IJ UI "Mm MFMMWMEWMEMM~M~M .1 nnnnnwun UI ____innnnnnn UI____ rflEIE1_flflUfl r.nnnnnnn UI rnnunElflfl UI Uflflflflflflfl WE 11ElEIflflI* Eli F: El____ Eli____ rnunnnnn El no __ ___ UI____ UI UI EIUUUflU UI____ UI____ UI____ UI__ IUUEIfl UI____ UI UI UI____ fYI _ UI______ _ flII UfllU UI __ ____rn.fliflRflflEWTIfllfl, Et9 9M "cmnqmn~m ETTi_ F1 n RISA-3D Version 17.0.2 [PA ... ... \SD0475 MODS 5G NR2019-07-05 Caculations\Sector Mount B.r3d] Page 10 Company : ENGQUEST.Inc IIIRISA Designer Job Number : GW SD0475 July 8, 2019 : 10:07 AM Checked By: DT Model Name : SD0475 Sector B EnveIoe Member Section Stresses (Continued) Mmhr Sc AxiIrksiI LC v Sharf LC 'ShearL C "-TnnFksil LC v-AotFksii LC 7-Too1kCi1 LC t-Rotfksil LC 5 max .023 .4. .02 .. .397 4. .003 iii .004 .3.5.4684. 1.898 -1 2 110 mm .023 .2. -.072 1 -.395 2. -.004 .3. f -.003 j -5.384 2. -1.927 1 4 iii.. M12 .j..ImaxI -.022 .4.. .002 .3. .124 2.. .004 .3. .003 1 1.781 .4. .609 1 2 112 mm -.022 .3.. -.054 1 -.13 4. -.003 1 -.004 .3. -1.729 2.. -.628 .4. 113. ..2_. w -.021 .1 .008 .3 .022 2. .038 .3. .329 .1 .083 .4. .029 2. 114 miii -.022 .3. -.032 1 -.027 4.. -.329 1 -.038 .3. -.083 2.. -.029 .4. jj. max -.02 1. .01 3. .023 2. .104 .3. .485 .1 .542 .4. .171 2.. 11 - min -.021 1 -.01 1 -.023 4. -.485 .1 -.104 .3. -.484 2. -.191 .4. liZ ________ _L rn .002 .4.. .03 1 .052 2. .111 .3. .403 1 .915 .4. .317 2. In - min .001 2 -.007 a -.048 4. -.403 .1 -.111 .3. -.899 2.. -.322 .4. 119. L w .023 .4. .072 1 .395 2. .004 .3. .003 1 5.384 2.. 1.927 .4.. 120 - .jjn .023 .2. -.02 .3. -.397 4. -.003 1 -.004 .3. -5.468 .4.. -1.898 2.. 121 M13 ....L w .369 1 .029 4. 0 4. 0 4. 0 4 0 0 A 122 _mun -.397 j. .029 1 0 .1 0 1 0 1 0 1 0 1 12.3. _____ .1. .376 3. .014 4 0 4 .394 .4 -.394 4 .815 .4.. -.875 .4. 1.24 min -.39 1.. .014 1 0 .1.. .394 1 -.394 1 .815 .1.. -.875 1. 12 ..LImax 383 1 0 4.. 0 4. .525 4. -.525 4 1.087 .4. -1.167 4. 12 -I min -.383 1.. 0 1 0 1 .525 I -.525 .1 1.087 .1. -1.167 1 127 ________ 4 max .39 3 -.014 4 0 4 .394 4 -.394 4 .815 .4. -.875 .4. 128 .win -.376 1.. -.014 .1. 0 1 .394 I -.394 i. .815 1 -.875 .1. 129, 5 max 1 .397 3 -.029 4 0 4 0 4 0 1 4 1 0 4 0 4 13.0 _mun -.3691 -.02911 0 11 0 1 1 0 1 1 0 1 0 1 1.31 M14 j_w.5541.018 4. 0 41 0 41 0 4 0 4 0 4 132 _..inun -.582 t .018 1 0 1 0 1 1 0 .1 0 1 0 1 133. ..L .561 .3. .009 4. 0 4. .205 4 -.205 4 .425 4. -.456 .4. 134 .win -.575 1. .009 1 0 1 .205 1 -.205 1 .425 13. .3. .568 3. 0 4. 0 4. .273 4 -.273 4 .566 .4. -.608 4. 136 1 min -.568 j_ 0 1 0 1 .273 .1 -.273 1 .566 1 -.608 1 137. ...4_ .575 .3. -.009 4. 0 4 .205 4 -.205 4 .425 4. -.456 .4. nfl .win -.561 J... -.009 1 0 1 .205 .1 -.205 .1 .425 1 -.456 1 139, .Ln? .582 1 -.018 4. 0 4. .0 4 0 4 0 .4. 0 .4. 14 min -.5541-.0181 0 1 0 1 0 .1 0 1 0 1 1.41 M15 ..L may 0 .4. .307 4. .009 1 -1.889 .2. 4.714 4 -2.149 2.. 5.76 A- 149, 1 .win -.31 2. .178 2. -.113 .3. -4.714 4 1.889 .2. -5.364 4. 2.308 -2- 143 2 max -.037 4 .116 4 -.025 3 1.268 3 .055 1 1.65 1 -.307 3 144 .win -.273 2. -.013 2. -.079 1 -.055 .1 -1.268 .3. .286 2. -1.772 .1. 14 3 max -.153 3. .097 4. .064 2 3.041 4 -1.809 1 2.413 4.. -.427 .1. 146 .win -.273 .4.. -.085 2. -.079 .1 1.809 1 1 1 -3.041 4 .397 .1. -2.591 -4- 147 4 1 max -.04 2 .025 4 .083 1 1.416 3 .038 j 1.912 1. -.381 .3.. 148 win -.273 .4. -.103 2. .021 .3. -.038 1 -1.416 .3. .355 2. -2.054 1 14 m .004 2. -.198 4. .125 .3. -2.009 4 4.839 2 -2.433 .4.. 6.032 2.. .1 0 win -.317 .4. -.327 2. -.021 1 -4.839 .2. 2.009 .4 -5.617 2.. 2.613 .4.. 1.1 M16 J..... m .424 2. .371 4. .005 .j -.63 2. 6.213 4 -.897 2. 7.419 4. .1 2 min -.226 .4. .119 2. -.112 3 -6.213 4 .63 2. -6.908 .4... .963 2.. 153 2 max 1 .455 2. .208 4. -.028 2. 1.406 .3. .138 1 1.816 .1. -.296 2. .14 1 win 1 -.257 4. -.045 2. -.079 4 -.138 .1 -1.406 1 .3. .276 .3.. -1.951 1 155 3 ma .507 4. .214 4 .05 3 3.537 2. -1.534 3. .363 1 4.364 2.. win .094 .3. -.236 2. -.157 1 1 1.534 .3. -3.537 2 -4.064 2.. -.39 1 157 A.. max .476 4. .05 4. .079 2. 1.389 .3. .138 .1 1.756 1 .1. -.272 1 3 158 - win -.263 2. -.202 2. .027 4. -.138 .1 -1.389 .3. .253 1 -1.886 1.. 159 5 m .444 4. -.114 4. .106 .3. -.543 4 1 6.123 2. 1 -.799 .4.. 7.265 2.. - win -.231 2. -.366 2. 0 .1. -6.123 2 .543 .4 -6.765 2.. .858 .4. .iI. ___ M17 J_ .003 4. .298 4. .012 .1 -1.812 2. 4.188 4 -2.281 2.. 6.117 .4.. .1.62 - win -.079 2. .177 2. -.095 .3. -4.188 .4 1.812 2 -5.696 .4. 2.449 2. 163 ___ -.034 4. .106 4 -.007 .3. 1.358 .3. .034 -1-1.619 .1 -.236 . .14 __ 2_max mm -.041 2. -.014 2 -.076 .1 -.034 .1 -1.358 .3. .219 1 -1.739 .1. 165 __ 3 _max -.043 .1 .088 4 .048 2. 2.727 4 -1.766 .1 2.628 .4. -.491 .1. RISA-3D Version 17.0.2 [P:%...% . . .\S00475 MODS 5G NR\2019-07-05 Caculations\Sector Mount B.r3d] Page 11 Designer : GW IIIRISA9 Company : ENGQUEST.lnc Job Number : S00475 ANELETSCI4EKOMNV Model Name : S00475 Sector B July 8, 2019 10:07 AM Checked By: DT Envelone Member Section Stresses (Continued) Member Sec AxialFksil LC v Shear!.. LC Shear!.. LC v-TooFksil LC v-Botlksil LC -TooFksiJ LC z-Botfksil LC _______ win -044 .. -076 2 -076 j 1766 j. -2727.4. 457 1-2823 .4.. 17 _4_ ma -.043 j .027 4. .08 1 1.507 . .014 j.. 1.885 1 -.312 1 168 win -.044 .. -.095 2. .003 2. -.014 .1. -1.507 13.. .291 3....-2.025 1 169 max 0 2 -.197 4. .107 .3. -1.917 4 4.334 1 2 -2.578 4. 6.369 2.. 170. win -.088 4. -.318 2. 1 -.024 1 -4.334 .2. 1.917 4. -5.931 .2.. 2.769 .4. .111. M18 j.... m .058 4. .319 4. .012 .1 -1.383 2. 4.712 4. -1.855 .2.. 6.791 .4.. jiz win 1 -.014 2 .156 2 -.095 .3. -4.712 4 1.383 .2. -6.324 .4. 1.992 2.. 113. 2 max .028 .1 .156 4. -.021 .3. 1.468 .3. .053 1 1.772 1 -.261 .1. 114 win .017 j. -.007 2. -.062 1 -.053 .1. -1.468 .3.. .243 .3. -1.903 1 175 - 3 max .055 2 .177 4 .067 3 2.558 .2. -1.222 1 .599 1 .3.. 3.17 2. min .017 .3. 1 -.199 2. -.15 1 .1 1.222 .3. -2.558 .2.. -2.952 .2. -.644 .3. liZ A..max .021 .2. .013 4 .066 .1 1.423 .3. .042 1 1.701 11 -.245 .3. 17. win 1 .014 .4. -.152 2. .017 .3. -.042 .1 1 -1.423 LI .228 1 -1.827 i.. 119. ...j. ma .052 .2. -.151 4 .091 .3. -1.294 4 4.687 .12.1 -1.79 .4.. 6.642 .2. 180 .win -.017 A. -.316 2. -.008 1 -4.687 2. 1.294 4 -6.184 .2. 1.922 .4.. 1.1 M19 .1... .295 .4. .051 .3. -.077 .4. .028 j .014 2.582 -1.588 2. 1.2 .win -.362 2. -.051 .1 -.084 2. -.014 .3. -.028 .1 1.588 .2.. -2.582 -A- .2.... max .299 A. .051 .3. 183 1 -.077 4 .649 .3. .636 i. 1 1.574 .4.1 -.487 .2. 184 .win 1 -.358 2. -.051 .1 -.084 2. -.636 j -.649 .3. .487 .2.. -1.574 .4. 185..1.. max .403 A. .05 1 .016 2. 1.312 3 1.299 1 .566 .4. .615 .2. 186 .win -.254 2. -.05 .3. -.178 4 -1.299 .1 -1.312 .3. -.615 .2. -.566 .4_ 181 .A.. max .407 A. .05 1 .016 1 2.. .664 3. .653 1.. -.406 .2. 1.753 .4. 188 - .win -.25 .2. 1 -.05 .3. -.178 4 -.653 .1 1 -.664 .3. -1.753 .4. .406 1 .2. 189. ma .412 A. .05 .1 .016 2. .017 .3. .006 i -.196 .2. 4.071 .4. 190. 1 win -.245 .2. -.05 .3. -.178 4 -.006 .1 -.017 .3. -4.071 .4.. .196 2.. .191 M20 1....max 0 2. .035 .3. -.021 2. .005 1 .009 .3. 4.025 .4. -.06 .2. 1.92 - win -.091 A. -.035 1 -.136 4 1 -.009 .3. -.005 .1 .06 .2. -4.025.4.. 1.93. .1... m .004 2. .035 .3. -.021 2. .451 .3. .455 .1 2.257 .4. .212 2.. 1.94 win -.086 .4. -.035 1.. -.136 4 -.455 j 1 -.451 .3. -.212 .2. -2..257.-.4- ..1. max 1 .078 2. .035 .1. 5 .05 2. .912 .3.. .916 1 .489 .4. .485 .2.. 1.9 win -.012 A. -.035 3 -.206 4 -.916 j -.912 .3. -.485 .2. -.489 .4.. 1.97 A..max .083 2.1 .035 1. .05 2. .452 3 .456 1 .163 .2. 2.199 4 1.9 min -.007 A. -.035 .3. -.206 4 -.456 1 -.452 .3. -2.199 .4. -.163 .2. 199. ..j.. max .088 2. .035 1 .05 2. .004 1 .008 3 .81 -2...-4.88 4. 200. 1 win -.003 A. -.035 .3. -.206 4 -.008 13. -.004 .1 1 -4.887 .4. -.81 .2. 201 M21 .1... ma -.002 4. .036 .3. .134 2. .004 .1 .008 .3. 1 -.033 .4.. 3.98 .2. 202 rrn -.09 2-.036 1 .02 4-.008 .3.-.004j.. -3.982. .033 .4. 203 .2.... ma .003 4.. .036 3 .134 2. .46 .3. .464 1 .229 .4. 2.238 .2. 24 - win -.085 2 -.036 .1 .02 4 -.464 1 -.46 .3. -2.238 2. -.229 .4. 205, 3 max .078 4. .036 .j .205 .2. .929 .3. .932 1.. .492 .4. .497 2. min -.01 2 -.036 3 -.052 4 -.932 1 -.929 3 -.497 .2.. -.492 4. 207 A..max .083 4.. .036 1... .205 2. .461 .3. 1 .465 j 2.18 .2.. .182 .4.. min -.005 2. -.036 .3. -.052 4 -.465 1 1 -.461 .3.. 1 -.182 .4. -2.18 1 .2. 209 5 may .087 4.. .036 .1. .2052. .003 1 .007.3. 4.857 .2. .855 .4. 210 win 0 2. -.036 3 -.052 4 -.007 .3. -.003 .1 -.855 .4. 4.857 .2. 211 M22 j. m .291 2 .059 3 .093 4 .034 .1 .023 .3. -1.698 .4.. 2.487 2. 212 min -.38 4-.059 1.069 2 -.023.3. -.034.i -2.4872.1.698A.. 213. L m .296 2. .059 .3.. .093 4 .749 .3. .738 1 -.48 .4. 1.589 2. 21.4 min -.375 4 -.059 1 .069 2 -.738 .1 -.749 3 -1.589 2.. .48 .4. 21 ... ry .416 2. .058 1 .186 2. 1.522 .3. 1.51 1. .738 .4.. .691 .2. 216 - min -.255 4 -.058 .3. -.024 4. -1.51 .1 -1.522 .3. -.691 2.. -.738 .4. 211 A.. ma .42 2. .058 1 .186 2 .765 .3. .754 1 1.736 .2. -.428 .4. 218 win -.251 4 -.058 .3. -.024 .4. -.754 .1 -.765 .3.. .428 .4. -1.736 .2.. .219 rj .425 2. .058 1 .186 2 .009 .3.. -.002 .1j_4.162 .2. -.118 14. 22 1 win -.246 4 -.058 .3. -.024 .4 .002 11 1 -.009 .3.1 .118 141 -4.162 .2. RISA-3D Version 17.0.2 [PA ... \ ... SD0475 MODS 5G NR\2019-07-05 Caculations\Sector Mount B.r3d] Page 12 Company : ENGQUEST.Inc July 8, 2019 IIIRISA Designer : GW 10:07 AM Job Number : SD0475 Checked By: DT ANMETScH€KCOIPANV Model Name : SD0475 Sector B Envelone Member Section Deflections Service Member Sec x [in] LC v lini LC z [in] LC x Rotate [r... LC (n) LIy' Ratio LC (n) Liz Ratio LC I No Data to Print ... Envelone AISC 13th(360-05): LRFD Steel Code Checks r^Aa f I ,,.4.nl I ( hr I nPreni nir I r r,hi*Pnp FIh1rihi1Pn* I1h1 rhi*Mn u lhi*Mn (h Fnn _L. MI PIPE 20 275 62.813 4 057 54375 3 16368554 32130 1871625 1871625 2 H1-1b _2_ M2 PIPE 2.0 .275 62.813 2. .057 5.75 - 3 16368.554 32130 1871.625 1871.625 .. HI-lb _L M3 c4xl.5x3i16 .216 8 4 .037 89 z 4 5883.405 40246.875 934.872 4558.228 1... H1-lb M4 C4x1.5x3116 .062 54.... 4. .019 46.125 18183.76 40246.875 934.872 3796.583 1. HI-lb 5 M5 C4x1.5x3i16 .323 .4... 4 .099 1 z 4 5883.405 40246.875 934.872 4558.228 .. H1-1b M6 C4x1 5x3i16 065 1....Q...... 2. 018 7.875 3 1818376 40246 875 934.872 4558 228 HI-1b ..._. ...i.... Mil c4xl.50116 .128 ..4.... 4. .035 46.1251 z 4 1 18183.76 40246.875 934.872 4217.474 1. HI-lb ...8.. M12 C4x15x3/16 128 ...4.... 4. 035 46.125 z 4 1818376 40246875 934.872 4217474 H1-1b 9 M13 L2x2x2 .177 57.972 3 .002 0 i 1 1424.085 15908.4 396.008 472.723 1 ... H2-1 ..jQ... M14 -L2x2x2 165 5P97 .. 001 ..._ .. j 19582 159084 396.008 521.532 H2-1 11. M15 -L2x2x2 1 .255 93.5 2. .014 93.5.2_ 1939.776 15908.4 402.563 684.327 . H2- 12- M16 -L2x2x2 .323 .....0 4. 1 .016 0 .y. 4 1939.776 15908.4 402.563 699.731 2 . H2-1 13 M17 L2x2x2 .249 93.5. 2 .014 93.5 v 2 1939.776 15908.4 402.563 676.796 2... H2-1 JL M18 L2x2x2 .279 ...0_. 4. .014 0 v 14 1939.776 15908-4..402..563 695.21 2. H2-1 15. M19 PIPE 2.0 .104 54.... 4.. .010 27 4 25203.832 32130 1871.625 1871.625 L. H1-lb IL M20 PIPE 2.0 .115 4. .012 ..27 _A_25203.832, 32130 1871.625 1871.625 1... H1-lb 17 M21 PIPE 2.0 1 .114 54 2. .012 27 2 25203.8321 32130 1871.625 1871.625 1... I H1-1b IL1 M22 I PIPE 2.0 1 106 ...4.... 2. .010 ..27. 2 125203,8321 32130 1 1871.625 1 1871.62511... I HI-lb RISA-3D Version 17.0.2 [PA ... ... \SD0475 MOOS 5G NR\2019-07-05 Caculations\Sector Mount B.r3d] Page 13 9 I ,0 IL CL (09 Lfl IL C, ENGQUEST.lnc I 1 SK-2 GW SD0475 Sector C July 8, 2019 at 10:10AM SD0475 Sector Mount C.r3d A - / 6 0, I'. / / LO LO LO / LO I') C / Member Length (in) Displayed ENGQUEST.lnc I SK-3 GW SD0475 Sector C July 8, 2019 at 10:10AM S00475 1 Sector Mount C.r3d A x y J2 18 13 40 22 427 38 25 / 30 (32 33 36 29 11-41 %I2 139 / J3 37 N21 ,1 '1 / / 135 24 23 ENGQUEST.lnc I SK-4 GW I SD0475 Sector C July 8, 2019 at 10:10 AM SD0475 Sector Mount C.r3d x y / / 04 A~ did / 0) / V / ENGQUEST.Inc I SK-5 GW I SDO475 Sector C IJuly 8,2019at10:1OAM SD0475 j I Sector Mount C.r3d Code Check 4, (Env) No Calc >1.0 I .90-1.0 X Y 75-.90 H .50-.75 • '1 - - 000 eo I / 1 Member Code Checks Displayed (Enveloped) Envelope Only Solution ENGQUEST.lnc I SK-6 GW SD0475 Sector C July 8, 2019 at 10:11 AM S00475 Sector Mount c.r3d Shear Check , (Env) No Calc >1.0 j .90-1.0 X Y .75-.90 .50-.75 • 7 £ - 0 - 0 - / - Member Shear Checks Displayed (Enveloped) Envelope Only Solution ENGQUEST.lnc I SK -7 GW SD0475 Sector C July 8, 2019 at 10:11 AM S00475 Sector Mount C.r3d Company : ENGQUEST.Inc July 8, 2019 111RISA0-- Designer : GW 10:11 AM Job Number : SD0475 . Checked By: DT ••AUEMETS Model Name : SD0475 Sector C Hot Rolled Steel Pronerties I ahal F nean r. rkj1 Nii Thorm Alp: flønifuI1hIf ViIrIFki1 Pt, Fi,tki1 Pt I A36Gr.36 29000 11154 .3 .65 490 I 36 - 1.5 58 .12 2 A572Gr50 p29000 11l54 65 490 450 1i s158t. 12 A992 29000 11154 .3 .65 490 50 1.1 58 1.2 j4 A500 Gr 42s 29000 11154 i 3 . 65 4904- 42" 13C - 58 I P1 l$ 5 A500 Gr.46 1 29000 1 11154 .3 .65 490. ' 46 1.2 58 1.1 A53 Gr B 29000 s 111544 3f 65 Joint Coordinates and Temperatures . . v ri v r;ni 7 r;,,1 . ri . fl.-h n; 11i .,e.- .o , 0 2L. N3 93.5 0 0 0 '935- 'o.- fl9ok 0 N5 . 0 0 ' 28. 0 N7 .0 0 .82 0 N9. 0 0 74 ' 0 741s 04 ' ii. Nil .0. 0 .36 0 .i2. N 12 r 4 93 5 0 it4' 36' 0' _j_i ' N13 . .9475 . 0 ' 28 Q 15 N15 94.75 ' ' 0 74 0 J.. -Nl6 9475" 5i 0 s is JL ' N17 1.25 0 ' 28 . ' 0 N18 -f25 0 0 )& 19 . . N19 -1.25 ' 0 . 74 ' 0 N20 r25 -'Z ' 36t; o 21 N21 ' ' 46.75 . 0 28 0 . N22' J. 46 75 0 S 23 N23 93.5 . 56 0 . 0 14242 25 N25 . 46.75 0 74 0 ' ' N26 . t4675i iOrs s4 Fo st 5 .21. N27 0 0 61.33 . 0 - N28 \ ' W 93 5 4 0 6133 ' $'tM 29 ' N29 ' 46.75 ' 0 61.33 0 4866 7,31 N31 93.5 93.5 0 ' 48.66' 32-t.- 4675 0 ' I s5 48 66 0 3 33 N32' N33 . 6 0 28 0 N34 ' 35 N35 ' ' 87.5 ' 0 28 0 ' N36 87'! 37 N37 60.3 0 ' 28 0 N38' 6b3 39 N39 33.1 1 0 28 0 ' WNWV'r R, WE 1053 RISA-3D Version 17.0.2 " [PA ... \ ... \SD0475 MODS 5G NR20I 9-07-05 CacuIationsSector Mount C.r3d] Page 1 Designer : GW 10:11 AM Company : ENGQUEST.lnc July 8, 2019 111RISA Job Number : S00475 Checked By: DT ANE1.IESCHEKcOMPANY Model Name : SD0475 Sector C Joint Label X 1k/mi V 1k/mi Z 1k/ml X Rot.lk-ftlradl V Rot.lk-ft/radl Z Rot ik-ft/radi Eu off ._ Eu III El an El 113 El El_________ ________ riz wo WTJ rTl IF WE 1K; WE Hot Rolled Steel Design Parameters IhpI Shinp Lpnnthrinl lhvvfinl Lbz2fin1 Lcnmn tonliniLcomo bottini L-torn. Kvv Kzz Cb Function Mi PIPE 2.0 90 Lb - Lateral 2_ M2 PIPE 2.0 90 Lbyy Lateral i.... M3 C4x1.5x3/16 96 Lbw - Lateral ....4... M4 C4x1.5x3116 54 byv - Lateral M5 C4x1.5x3/16 96 Lbw Lateral _.... _&. M6 C4x1.5x3116 54 byy Lateral ._7_ M11 C4x1.5x3/16 54 Lbw - _____ Lateral _L. M12 C4x1.5x3/16 54 byy Lateral 9 M13 L2x2x2 99.298 Lbw - Lateral JQ M14 L2x2x2 101 .607 Lbyy Lateral ii M15 2x2x2 - 93.5 Lbw Lateral iZ M16 2x2x2 - 93.5 Lbyy ________ Lateral 13 M17 - 2x2x2 93.5 Lbw Lateral RISA-313 Version 17.0.2 [PA ... \...\SD0475 MODS 5G NR\201 9-07-05 Caculations\Sector Mount C.r3d] Page 2 Company : ENGQUEST.lnc 111RISA Designer : GW Job Number : SD0475 ANE,TSCHEKCOMPNY Model Name : S00475 Sector C July 8, 2019 10:11 AM Checked By: DT Hot Rolled Steel Design Parameters (Continued) I kI Chan& I annthrml I hnwflnl I h,,finl I rnmn f^nrinli r-nmn hnffinll ..frirn WA, 1(77 (h P,in,4inn 14 M18 L2x2x2 93.5 Lbyy Lateral 15 M19 PIPE 2.0 54 1 Lbw Lateral 16 M20 PIPE 2.0 54 I Lbyy Lateral 17 M21 PIPE 2.0 54 1 Lbw Lateral 18 M22 I PIPE 2.0 . 54 J Lbw Lateral Joint Loads and Enforced DisDlacements Joint Label LAM Direction Magni ude[(lb.1bft(in.red).(lb*sA... I No Data to Print Load Combinations Envelone Joint Reactions 1' %I rl1 I 1' rtl..1 I f' I.AV fll Al I 1' P.A fll. 441 I (' IA7 flIf41 N3 max 189.866I2.66.965....L795.597.A... O.j. Ô4... OA. .min -202.72 A.. -66.947 .1. 344.363 i. 0 ..L 0 J.... 0 .1. NI 202.441 2. 69.431 j. 816.693 j. 0 4_. 0 ...4. 0 A... .rnln -189.588 .4.. -69.468 .L 365.323 ..j 0 .j. 0 t 0 ..L ..._ N23 gj .003 3. 123.934 j. 189.801 3. 0 .1. .013 ..j. .013 3. min 1 0 t -123.951 .1.1 -173.164 J...1 0 .1..1 -.009 1. -.019 .1. .L N24 max .004 ..i 132.017 j 188.866 3. 0 .j. .009 . .018 .t _.&. .win -.002 j -131.98 _$_ -171.919 j_. 0 j -.013 j_. -.012 2. .L. Total max 392.307 2. 392.347 1 1177.795 .2. 10... rain -392.307 ..4.. -392.346 ..I.. 1177.795 A. - f.nilpoe Joint Disviacements V 11.1 I f' V r;.,1 I f' 7 rn1 I f' V 0,,+44+n I f' V P#s*Ii,,n I t 7 Onfafinn r i r I NI max 0 4 1 0 ..4...1 0 4 2.022e-03 1 7.388e-03 ....4. 9.121 e-04 3.. _2..... .win 0 j_ 0 j.... 0 1 -2.112e-03 3 . -7.51 e-03 2 -9.947e-04 I 3 N2 max .228 .4.. .003 j.. 0 A. 1.I68e-03 .. 1.095e-03 .4....8.205e-04 2. rain -.223 2. -.007 j. -.001 -8.827e-04 j -7.354e-04 2 -9.045e-04 I N3 max 0 .4.. 0 A.. 0 ..4.. 1.981 e-03 j. 7.541 e-03 _4.... 1.e-03 j.. .win 0 .j 0 ...:L 0 J -2.064e-03 3 -7.361 e-03 2 -9.246e-04 3 L. N4 max .225 ..4_1 .002 j_ 0 2. 1.177e-03 2.. 7.507e-04 _4_ 8.917e-04 I .min -.226 .2...1 -.007 -.001 4 -8.571e-04 I I -1.074e-03 2 -8.098e-04 j.. 9 N5 max .16 4 1 .042 3 0 4 I.224e-04 I 2.224e-03 4_ 9.121 e-04 3- 10 .win -.159 2.. -.039 j.. 0 2. -2.238e-04 3 4.931e-03 2 -9.947e-04 I 11 ___________ N6 .16 .4_ .041 3 . 0 2. 1.484e-04 i_ 1.956e-03 _4.. 1.e-03 i_. 12.. .win -.159 1_ -.039 j... 0 4 -2.449e-04 3 -2.192e-03 2 -9.246e-04 2. 13 N7 max 1 .22 4 .002 .1 0 4 111.168e-03 3 1.095e-03 _4... 8.205e-04 3 .14.. .win -.217 2.. -.004 j_. -.001 2 -8.827e-04 I -7.354e-04 2 -9.045e-04 .j 15 N8 jj .219 4_.1 .002 3 . 0 2. 1.177e-03 ..L 7.507e-04 ...4.. 8.917e-04 _L Ji .win -.218 2.. -.004 J -.001 4_ -8.571e-04 I -1.074e-03 2 -8.098e-04 j_ 17 N9 max .212 4 .011 3 0 4 I.072e-03 3 9.I82e-04 A. 1.146e-03 2. Ji .win -.211 2.. -011 i... -.001 2. -8.749e-04 I -7.31 e-04 2 -7.838e-04 I ii NIO imaxi A.. .011 1j..1 0 2.1 1.09e-03,.1. 7.429e-04 L4 7.52e-04 .1.... - RISA-30 Version 17.0.2 ..\SD0475 MODS 5G NR\2019-07-05 Caculations\Sector Mount C.r3d] Page 3 Designer : GW 10:11 AM IIIRISA Job Company : ENGQUEST.lnc July 8, 2019 Number : SD0475 Checked By: OT ANEMETSCHEKCOMNY Model Name : S00475 Sector C EnveIoe Joint Displacements (Continued) IrinI V flnl I r V Fini I ( 7 (ml I t V Pnt+inn I ( V Pnfafinn I ( 7 PaI*un F I 1 mm -.211 2.. -.011 1.. -.001 4 -8.494e-041j -9.015e-04 2 -1.12e-03 ..a.. .21 Nil max .174 4... .04 3. 0 .j 3.464e-04 2. 1.582e-03 .4.. 1.295e-03 2.. .22.. .min -.172 2.. -.037 j... -.001 2 -3.627e-04 I -1.421e-03 2 -9.291e-04 j_ 23 N12 m .173 4 .04 3 0 2. 3.235e-04 1.454e-03 .4... 9.259e-04 1 .24... mitt -.173 2 -.037 1 0 4 -3.272e-04 .. J -1.554e-03 2 1.304e-03 2. 25 1 N13 max 1 .16 4 .04 2.. .002 2. 2.049e-04 2. 1.827e-03 .4.. 9.977e-04 .i. .2. mitt -.159 -.2-L...-.03L. j.... -.003 4 -1.953e-04 1 -1.958e-03 2 -9.224e-04 3 .27 N14 max .219 4_ 0 - .001 2... 1.12e-03 ..a.. 7.637e-04 .4.. 8.912e-04 J._. 28 .min -.218 .2.. -.003 j.. -.002 4 -8.575e-04 I -9.946e-04 2 -8.096e-04 29 N15 max .213 ..4... .01 2. .001 2. 1.09e-03 2.. 7.429e-04 .4... 7.52e-04 i._ 30 .min -.211 2. -.01 j.... -.002 4 -8.494e-04 I -9.015e-04 .2... -1.12e-03 ..L 31 N16 max 1 .173 4 .038 3 .002 2 3.235e-04 .. 1.454e-03 ..4_ 9.259e-04 ..L 32 .min -.173 .2... -.036 j. -.003 4 -3.272e-04 I -1.554e-03 2 -1.304e-03 2.. 33 N17 max .16 - 4 1 .041 3 .002 .4.. 2.295e-04 2. 1.994e-03 A. 9.097e-04 .1. 34 .min -.159 .2.... -.038 .j. -.003 2. -2.44e-04 I -1.805e-03 2 -9.919e-04 j_ j5 N18 jjj .22 .4... .001 2.. .001 4... 1.093e-03 L 1.017e-03 A.1 8.203e-0' 3 36 mitt -.217 2.. -.003 j.... -.002 2 -8.968e-04 I 7.494e-04 2 -9.039e-04 j 37 N19 max 1 .212 4 .01 2. .001 4 1.072e-03 2. 9.182e-04 A. 1.146e-03 2.. 38 mitt 1 -.211 2. -.01 1... -.002 2 -8.749e-04 -7.31e-04 2 -7.838e-04 I 39 N20 max .174 ..4. 1 .039 2.. .002 .4.. 3.464e-04 2. 1.582e-03 A. 1.295e-03 2.. 40 mitt -.172 2. -.036 j.. -.003 2. -3.627e-04 I -1.421e-03 2 -9.291e-04 j. .41.. N21 .16 ..4.. .067 2. -.054 2. 7.57e-04 2.. 1.139e-03 A. 5.869e-05 .4... .42... mii:i -.159 2. -.072 J -.054 1 -5.125e-04 I -1.124e-03 2. -5.96e-05 2.. 43 N22 .219 ..4_ .024 2.. -.054 2. 8.375e-04 .1. 6.43e-04 ..4... 2.878e-06 .1. .44.. .min -.217 .2. -.033 .1. -.054 1 -9.001e-04 I -6.321e-04 2 -3.766e-06 2. A.. N23 max 0 .i 0 A.. 0 .4.. 0 ..4_ 0 ..4_ 0 . mitt 0 .1. 0 J.... A46 0 1.. 0 .1. 0 1... 0 L AL N24 max 0 j 0 4_ 04.0 4 0 A. 0 4_ .48 mitt 0 .1. 0 J._ 0 j_ 0 j_ 0 i... 0 .1. ..4. N25 max .213 .j .03 2.. -.054 2. 8.36e-04 .1. 7.756e-04 A. 5.66e-04 2. 50 mitt 1 -.211 2.1 -.04 j. -.054 1 -8.796e-04 I -7.694e-04 2 -5.693e-04 4 .L N26 n .173 .4.. .061 2. -.054 3 7.651e-04 .1. 1.555e-03 A. 1.076e-03 2. 52 mitt 1 -.172 .2.. -.068 j.. -.054 j -5.398e-04 I -1.521e-03 2 -1.103e-03 4 j.... N27 max .22.. .4.. .024 .2. 0 A. 9.471 e-04 .2. 8.612e-04 A. 1.372e-03 2. mitt -.201 2. -.022 j.... -.001 2 -7.894e-04 j_ -7.446e-04 7.045e-04 I 55 N28 max .202 A. .024 2.. 0 2. 9.361e-04 .2. 7.624e-04 A. 6.691 e-041 I mitt -.201 .2.. -.022 1... -.001 4 -7.961e-04 j -8.446e-04 2 -1.346e-03 ..L N29 max .202 .4... .041 2.. -.054 2.. 8.247e-04 .2. 7.874e-04 ..4.. 5.6e-04 2.. 58 mitt -.201 .2.. -.051 j.... -.054 1 -7.859e-04 I -7.863e-04 2 -5.602e-04 4 N30 rn .19 ..4. .034 2. 0 A. 6.292e-04,.2. 1.132e-03 A. 1.409e-03 2. mitt -.189 2. -.031 .1. -.001 2 -6.062e-04 I -1.002e-03 2 -7.411e-04 I 61 N31 max 1 .19 .4.. 1 .034 2. 0 2. 5.078e-04 2.. 11.018e-03 A. 7.265e-04 j_ 62 mitt -.189 2. -.031 ...L -.001 A. -6.127e-04 I 1.117e-03 2. -1.406e-03 2. 63 N32 max .19 ..4. .051 2. -.054 2. 7.962e-04 .1. 1.054e-03 A. 7443e-04 2.. mitt -.189 2. -.06 j. -.054 1 -6.535e-04 I -1.024e-03 2. -7.64e-04 A.. 65 N33 max .16 .j .047 2.. .002 2 7.939e-05 i. 1.383e-03 A. 8.572e-04 2. 66 mitt -.159 .2.. -.045 J.... -.01 - A. 3.492e-07 -3----9.327e-05 .2.1 -1.003e-03 I 67 N34 max .22 A. .007 2.. .001 2. 1.485e-03 .1. 1.434e-03 A. 7.577e-04 2. 68 mitt -.217 2. -.01 1.. -.01 A. -1.383e-03 'I -5.046e-05 .2... -9.049e-04 I 69 N35 rn .16 A. .047 2. .002 A. 1.021e-04 4 9.154e-05 A. 1.01e-03 .j 70 -.159 2 -.045 J -.01 2 -1.858e-05 2 -1.346e-03 2 -8.694e-04 2. 11 N36 219 4 .007 2. .002 A. I .376e-03 1 8.332e-05 A. 8.956e-04 -.218 2. -.01 1 -.009 .j12. 2 -1.274e-03 I -1.425e-03 2 -7.504e-04 2. 73 N37 rmax .16 4 .064 2. -.043 2 3.508e-04 3 -3.486e-04 A. 5.282e-04 I 14 -.159 2 -.068 j -.053 4 -2.562e-04 '-9.815e-04 2 -3.695e-04 3 75 N38 .219 4 .022 2. -.043 2. 1.236e-03 -4.058e-04 A. 4.541e-04 I 1 -.218 .2... -.03 j.. -.053 A. -1. 149e-03 1 -9.33e-04 2. -2.95e-04 2. RISA-3D Version 17.0.2 [PA ... \ ... SD0475 MODS 5G NR2019-07-05 CacuIationsSector Mount C.r3d] Page 4 Company : ENGQUEST.lnc 111RISA Designer : GW Job Number : SD0475 ANEHEVScHEKcOMNY Model Name : SD0475 Sector C July 8, 2019 10:11 AM Checked By: DT Envelone Joint Displacements (Continued) V 11.1 it, V r..i I (' 7 r:.1 I f' V I f' V I (' 7 r I (' 77 N39 max .16 4 .065 3 -.044 4 3.445e-04 3 9.867e-04 4 3.552e-04 3 78 mm -.159 2 -.068 1 -.053 2 -2.499e-04 I 3.539e-04 2 -5.17e-04 I .19... N40 max .219 4 .022 3 -.044 4 1.247e-03 3 - 9.402e-04 4 2.913e-04 3 .fl.. mm -.217 2 -.03 1 -.053 2 -1.16e-03 I I4.113e-04 2 -4.53e-04 I - Envelope Member Section Forces IAmh, .. AvIFIh1 If% ,qhrfIh1 I ( 7Qh&zrrIh1 I ( T,ir,u,flh I f' ui Unma I ( Mr,m I ( 1 Ml j....maxl 0 - _.4... .002 .1. .001 _L 0 1 A... - 0 1 4 0 A.... - min 1 0 _j -.001 _j -.001 .4... 0 ..j.... 0 1 0 .J_. 3 2 max 326.46 4 25.695 3 -63.423 4 -7.603 1 4.276 2 5.288 1 _L. min -167.272 ...2... -13.022 .j_. -85.064 _L -20.717 ..L. 998 4 -15.091 .1.. 5 .1. max 462.896 4 -8.047 j. -39.715 L 20.23 ...4..... 62.649 4 25.549 _.L.. min -89.925 ...2... -13.887 ..j.. -93.777 ..j. 7.443 ...2_ -32.998 2 -30.311 _L 7 4 max 787.788 4 67.996 1 191.791 2 0 4 388.568 4 127.492 1 8 min 1336.554 2 -67.51 3 -207.236 4 0 1 -359.608 2 -126.582 3 9 _________ 5 max 795.597 4 67.996 1 191.791 2 0 4 0 4 0 4 10.. mit' 344.363 _2.....1 -67.51 ..... -207.236 ..4... 0 _L 0 1 0 .J_ 11 M2 I max 0 4 1 .002 3 1 .001 2 1 0 4 1 0 4 0 4 Ii. min 0 .j_. -.001 _j. -.002 ...4... 0 _j.. 0 1 0 _t.. 13 .2...max, 316.38 _.2.... 28.622 .j... 90.228 ...4... 20.99 _2.... -.387 2 8.331 _L .14.. miD-I65.182_.4... -11.392.._._..1......_M.497 ..2... 7.003 A... -4.211 4 -12.382 ....&. 15 3 maxl 456.201 2 -4.608 1 92.897 2 -7.357 4 34.495 4 22.287 1 1 IL - min -84.888 _4.... -12.666 i. 38.869 _4.... -20.336 .2... -60.831 1 2-29.893 .iL. .iL ..j. max 808.884 ...L1 70.504 1.j_ 207.055 1 _L 0 1..4..... 359.3281 4 132.196 1 10.. min 357.513 ...j. -70.075 _.3... -191.641 ...4... 0 .j._. -388.228 2 -131.39 _.L 19 5 max 816.693 2 70.504 1 207.055 2 0 4 0 4 0 4 into 365.323 _4_. -70.075 .1. -191.641 ._4 0 ..j.. 0 1 0 .J... 21 M3 I maxi 59.14 2 38.068 3 99.417 3 .788 4 25.32 2 1 .847 4 .22... -min 15.129 ...4_ -39.072 .1.. -4.849 ...j... -.034 ....L 3.906 4 .339 ..2.... 23 2 max 293.593 2 59.306 1 -5.32 2 .076 1 -11.056 2 95.608 3 .24... min 99.038 ...4... -20.155 ...3... -163.651 ...4.... -.085 .2.. -35.875 4 -103.114.1.. 25 3 max 314.817 4 41.209 1 60.132 2 .496 3 -40.258 3 117.164 3 .26 min, 235.736 _L -23.462 .2.. -60.907 ...4.... -.315 ..j.. -71.38 1 4 -202.936 ...L 27 4 max 304.496 4 19.355 3 161.808 2 .145 3 -11.0451 4 97.994 3 28 mill 96.905 _L -58.48 ..j_. 4.981 ...j. -.136 .j... -36.5 2 -105.539 .J._. .29... .j. max 57.644 ....4.... 44.865 ..j. 13.776 1 -.186 [.j..... 24.966 4 .859 ...L mIt' 15.42 ..2... -38.949 .i -115.087 3 -.986 ....&.. 4.066 2 .317 ..L. 31 M4 I max 13.769 1 44.915 1 -15.405 2 .859 3 24.966 4 .986 3 32 - min rl15.091 .j3.... -38.852 j.... -57.714 A.. .317 ..j.... 4.066 2 .186 .1..... 33 1 2 ma 631.388 4 27.974 1 1 2.457 2 .083 3 5.662 2 71.75 3 34 - min -352.343 .2... -27.825 .j... -10.684 A.. -.081 ....j_. 3.911 4 -41.229 _L. 35 3 may 637.094 4 27.974 1 2.457 2 .083 3 8.426 2 103.053 3 36 mit' -346.637 .2.. -27.825 JL. -10.684 ...4...1 -.081 ...j.. -8.109 4 -72.7 ...t.. 37 4 max 642.8 ..4... 27.974 ..j.. 2.457 ..2... .083 ..... 11.191 2 134.356 ...&. 38 1 min -340.931 .2.. -27.825 .3 -10.684 A... -.081 .1.... -20.129 4 -104.171 ...L 39 5 maxl 1076.029 4 218.476 ...L -16.065 4 -.166 1 12.236 2 5.984 ........ 40 mit' -661,647 ..L -225.674 ..j.... -30.069 ...2.... -1.016 ....... -29.243 4 -4.837 _.t.. ii M5 .j. m -17.966 A.. 218.534 .1... 661.7 ..L. 5.984 ....&.. 12.236 2 1.016 ...i.. AZ.. min -31.161 ..2... -225.76 _t.. -1076.063 ..4.... -4.837 ...L. -29.243 4 .166 .J... 43 2 max 131.282 2 72.019 1 160.427 2 .2 1 39.576 2 108.652 3 ..44... min -445.381 A.. 1-32.792 .jj.. 2 985 ...4.... - 21 .2... 8 847 4 -116 009 ...L. 45 1 .1.. m-185.26 ....3 53.818 ..j.. 150.625 ....L .317 L 138.588 4 152.129 ...i.. 46 1 1 njt' -419.102 ..4... -26.943 ...4....-153.311 ...4.... -.499 3. 41.233 1 -238.084 _j_ 4 ImaxI 133.069 4 33.067 3 -4.584 2 .159 3 39.1 4 107.82 3 min -442.837 .2... -72.63 .j -160.857 ...4.... -.149 1...j..1 8.678 2 -114.623 ....t.. RISA-3D Version 17.0.2 [PA ... ...\SD0475 MODS 513 NR\2019-07-05 Caculations\Sector Mount C.r3d] Page Designer : GW 10:11 AM IIIRISA Company : ENGQUEST.lnc July 8, 2019 Job Number : SD0475 Checked By: DT ANEMErSCiEKCOMPAI4Y Model Name : S00475 Sector C Envelope Member Section Forces (Continued) MonthDr Rar AviIrIh I ( u Shrflh1 I ( Shrflh1 I Tnrnii1Ih It' ui, Unma I (' ., MAm I ( ..i. maxl 19.919 L 213.746 ....L 1059.346 _2_ 4.537 ..j_ 13.981 4 1.006 3 - njp -69.07 .J_ -202.053 Jj.. -649.786 ....4.... -5.938 ...i. -31.651 2 .189 .....t.. L M6 ..j.Max 1059.327 2 198.312 3 .342 ...1 1.006 ..j.. 29.818 2 3.827 4 min -649.71.3 ..j.. -224.5 .j.. -43.493 ..... .189 ...j.. -13.457 4 -10.657 ...2.... 53 .2.. max 623.36 .2..... 23.669 .1.... 2.762 ...j.. .097 ...j.... 19.76 2 96.823 _.L tolD -356.885 .1.. -30.933 .1... -10.632 ..2.... -.102 ....1. -12.53 4 -135.41 ..2.. j. rn' 617.654 _L 23.669 .j.... 2.762 ...4..... .097 j.... 7.799 2 70.196 ..j.... 56 1 afr -362.591 ..4... -30.933 .2... -10.632 .2.. -.102 ...L -9.423 4 -100.611 _&. 57 ..j.. max 611.948 ..L. 23.669 .j.... 2.762 ..4.... .097 ...L. -4.162 2 43.568 ..L. mu -368.298 ...4.... -30.933 ...L -10.632 .2...1 -.102 ..j....1 -6.316 4 -65.811 ..2.. 59 ..L max 4.845 1 1 27.629 1 -15.709 ..4... -.339 ...2.... -3.959 4 7.857 .2.... 60 oaii -99422 3 -49.517 3 -55.24 2 -.847 4 -24.07 2 .458 ....4_ 61 M7 j.... 'n -18.127 _4... 682.887 _2... 14.986 ....L 25.253 _i. .839 4 21.215 ...Z... - min 1 -45.38 .2.. -356.144 A.... -9.347 ...3.. -2.926 .J_ .341 2 6.592 .A... 63 ________ 2.ma -18.127 A... 682.887 .2...1 14.986 j._1 25.253 ...j. .916 4 15.867 - mm -45.38 ...2.... -356.144 ...4.... .A 64 ... -9.347 .2.. -2.926 ...j.... .411 2 3.432 ...2.... j. max -18.127 ...4..... 682.887 ..2.... 14.986 1 25.253 .j.. 1.244 1 25.141 mID -45.38 ...2_. -356.144 ...4..... A 66 .. -9.347 ..,3.... -2.926 .J..... .23 3 -14.352 ...2.... 67 .4. ma -18.127 4 682.887 ..2_. 14.986 .j.... 25.253 .j.. 1.634 1 34.416 .A... 68 - min, -45.38 ..2.... -356.144 ...4.... -9.347 ..j.... -2.926 ...j.. -.014 3 -32.135....L. .j. max -18.127 A... 682.887 -2- ..j.. 25.253 3 2.025 1 1 43.69 ....4.... ..71. [nIt' -45.38 .2.... -356,144A... -9.347 ..L. -2.926 .J.... -.257 3 -49-9191.2... 71 M8 j. max 71.022 .j. 430.255.2... 237.835 ..j.... -1.668 .2. 1.108 3 29.698 A.... .12.. mIt' -31.602 ..... -298.599 ...4..... -230.754 ....&.. -41.151 .j.... .093 1 8.643 .2.. 73 2 max 71.022 1 430.255 2 237.835 1 -1.668 3 6.287 1 37.474 4 14.. mIt' 1 -31.602 ....... -298,599...4... -230.754 ..L 41.151 ..j.1 -4.902 3 -2.562 ...2.... 75 3 maxi 71.022 1..... 430.255 .2.... 237.835 _j -1.668 3 12.48 1 1 45.25 A.. mIt' 1 -31.602 ..i..1 -298.599 .j.. -230.754 ...... -41.151 L. -10.911 3 -13.766 ...L. 17.. ..4... max 71.022 .j.... 430.255 .1.... 237.835 A.. -1.668 ....& 18.674 1 53.026 ....4.... .18. mIt' -31.602 ..L. 29.8. A... -230.754 ...I.. 41.151 ....j.. -16.92 3 -24.971 ...2... .19.. j.. max 71.022 .j.....430.255 2 237.835 .j..... -1.668 3 24.868 1 60.802 A... 80 0:111:1 -31.602 ....3... -298.599 ...4..... -230.754 ...i..1 -41.151 11-22.929 3 -36.176 ..L. 81 M9 I ma -17.487 2 336.063 2 11.175 3 1 -1.349 1 1 2.173 1 45.746 2 .82... - mimi -46.265 ...4.... -705.04 ....4.... -17.044 .j_ -32.11 ....&.1 -.388 3 -51.124 A.. 83 ________ 2 max -17.487 2 336.063 2 11.175 3 -1.349 1 1.729 1 36.994 2 84 mimi -46.265 A.... -705.04 ..j.. -17.044 ...j.. -32.11 ..2.. -.097 3 -32.763 ..A... __ jj. m -17.487 .2... 336.063 .2... 11.175 JL. -1.349 ...j... 1.285 1 28.243 ...L. nih.' -46.265 ...4_. -705.04 ...4..... -17.044 ...j.. -32.11 ....&. .194 3 -14.403 A.. 87 4 max -17.487 2 336.063 2 11.175 3 -1.349 1 1.041 2 19.491 2 88 min -46.265 ...4.... -705.04 .4..... -17.044 ..j.... -32.11 .1... .285 4 3.958 A.. 89 5 max -17.487 2 336.063 2 11.175 3 -1.349 1 .839....-.--2 22.318 4 ..9Q.. - mit' -46.265 A... -705.04 ....4_ -17.044 .J.... -32.11 _&. .335 4 10.74 ...L. 91 ________ MIO I max 33.234 2 326.469 2 246.31 3 38.293 1 26.501 1 53.972 2 mIt' 6.683 ...4.... -427.533 A.... -.253.589 ...j.. -4.526 A. -24.559 3 -38.041 A... ..93. .2.. max 33.234 .2.. 326.469 .2... 246.31 .2... 38.293 ..j_ 19.897 1 45.47 ...2.... ..94.. mIt' 6.683 ...4.... -427.533 ....4... -253.589 ..L -4.526 .2.. -18.145 3 -26.907 ..A... 95 3 max 33.234 2 326.469 2 246.31 3 38.293 1 13.293 1 36.969 2 mit' 6.683 ...4_. -427.533._-.. 4.... -253.589 ...j -4.526 ..2.. -11.73 3 -15.774 A.. 97 .4... max 33.234 2 326.469 .2... 246.31 ..... 38.293 .j. 6.689 1 28.467 2... .9.8.. min, 6.683 A... -427.533 ...j.. -253.589 ..J...1 -4.526 ....3.... -5.316 3 -4.64 A... 99 5 max 33.234 2 326.469 2 246.31 3 38.293 1 1.098 3 19.965 2 100 -min 6.683 A... -427.533 ...4.. -253.589 ...j.. -4.526 ..2.. .085 1 6.494 .A... 101 Mil I max -26.759 4 40.559 1 73.274 4 1.487 2 31.167 2 .491 3 .102 mm -27.409 ....3.... -1.465 ...3.... -69.608 ...2.... -1.493 ...L -32.12 4 -.309 L. 10131 .2. max -25.991 ...j.. 23.718 L 15.28t _4.... .015 ....4.... 1.489 2 4.389 ...L 1 4 - min 1 -27.922 1.j...1 -6.345 ....&.. -12,5001.2... -.01 1...L. -1.491 4 -38.218 ....L 1 51 1 2. g -25.004 1 .j.....1 7.541 .j.... 12.936 1....4.. .307 1.2..1 8.725 1 2 1 12.124 1 .i.. RISA-3D Version 17.0.2 [PA ... \ ... \S00475 MODS 5G NR\2019-07-05 CacuIationsSector Mount C.r3d] Page 6 Company : ENGQUEST.lnc July 8, 2019 IIIRISA Designer : GW 10:11 AM Job Number : SD0475 Checked By: DT ANEMETSCHEKCOMMNY Model Name : SD0475 Sector C EnveloDe Member Section Forces (Continued) Mmhr Q A,nIrIhi I r .,Qh,rIk1 I r' QI,fU1 I f' I f' It' .. If' 106 nin -26434 . -7464 i -12996 _2 -339 _4 -9766 4 -56.368 j_ A. max 2.493 _4_ 5.332 3 26.801 .....4... .553 2 16.206 _2_. 12.876 win 1.743 _.2_ -22.567 ..j_. -29.024 _.i 108 . ....Z... -.565 _.j. -16.497 ._4_. 46.885 ._L 5 max 28.894 A... 14.866 ..j... 223.538 4 3.064 _4.... 98.598 ..4_ .497 ..L 110 win 28.168 ...L -54.323 ..j_ -222.09 ...2....1 -2.995 _2.... -97.096 _2_.1 -.315 ,.j_ iii I M12 I imaxi -26.759 _4_.1 1.465 _.. 69.608 ....L. 1.487 _2....1 32.12 _4._. .309 1 1121 _ - win -27.409 .j... -40.559 i_. -73.274 A.. -1.493 A. -31.167 ._.2_. -.491 ..i .11 .2...max -25.991 1 6.345 _L 12.509 2 .015 4 1.491 _j_ 38.218 .J_. 114 mm -27.922 ..j.... -23.718 ..j.. -15.261 ...4..... -.01 ...2.... -1.489 ....2. -4.389 .....&. 115 rnç -25.004 .1.. 7.464 ..L 12.996 ..2.... .307 ...2.... 9.766 4 56.368 ...t. .ii - min -26.434 1 3 -7.541 _L -12.936 4 -.339 1 4 -8.725 1 2 -12.124 1...... 111 4 Imax 2.493 ...4.... 22.567 i.... 29.024 .2.... .553 .2.... 16.497 1 4 46.885 .....L .118 min 1.743 2 -5.332 ...&..1 -26.801 ....4.... -.565 ....4.... -16.206 2 -12.876 ...i. 11. Imax 28.894 4 54.323 .j_ 222.09 2 3.064 ..4.... 97.096 2 .315 ..J.... 12 _ - miii 28.168 ...L -14.866 ..... -223.538..--4........-2.995 2....--98.598 4 -.497 _..a_ 12.1 M13 1.. maxi 212.941 JL. 4.678 A.. 0 ...4.... .016 .... 0 4 0 A... .122 win -226.593 j.... 4.678 .j.... 0 ...j.. -.023 ....L 0 1 1 0 .L 123 2 max 216.365 3 2.339 4 0 4 .016 3 5.132 4 -5.132 4 .124 mit, -223.168.j..... 2.339 ...j.. 0 ...j.. -.023 ..i.... 5.132 1 -5.132 ....t. 125 3 max 219.791 3 0 41 0 4 .016 3 6.843 4 -6.843 4 126 - win -219.743 ..j... 0 ...j.. 0 .j... -.023 ....L 6.843 1 -6.843 ..J.... 121 ..4... 'n' 223.216 ...L -2.339 A... 0 ...4...... .016 ...I.. 5.132 4 -5.132 A... 1281 win -216.318 ..j... -2.339 ....L 0 ...j.. -.023 ..i.... 5.132 1 -5.132 .L. 129 5 ImaxI 226.642 3 -4.678 4 0 4 .016 3 0 4 1 0 4 130 -- win -212.893 .j._. -4.678 ..j.. 0 ..j.. -.023 ...j.. 0 1 0 ....L.. i.j. M14 1 ma,' 216.655 3 5.012 ....4_.1 0 4 .023 j.....1 0 4 0 .A.. .12 win -230.401 .j... 5.012 ..L. 0 ...j.. -.015 ....L 0 1 0 ....L.. 133. - 2 max 220.081 3 2.506 4 0 4 .023 1 5.627 4 -5.627 4 1341 _ - win -226.976 ..j..... 2.506 j..... 0 .J... -.015 .2... 5.627 1 -5.627 _.L.. 135 3 Imax, 223.506 3 0 4 0 4 .023 1 7.502 4 -7.502 4 136 mlii -223.551 .j.._ 0 .J_. 0 ...t.. -.015 ....&. 7.502 1 -7.502 ....L. 137 4 max 226.931 3 -2.506 4 1 0 4 .023 1 5.627 4 -5.627 4 win -220.126 ...j -2.506 .j..... 0 .1.. -.015 .ja 5.627 1 -5.627 1 139, .L max 230.356 ..L -5.012 ..j.. 0 ...4.... .023 ..i.... 0 4 0 140 win -216.701 ...j.. -5.012 .1.... 0 _j.. -.015 ... 0 1 1 0 ...L 1.41. M15 I Imax. .207 4 63.995 4 1.794 .j_ -.001 ...L -19.119 2 86.86 ..4.... .142. jp152.19 ..L1 37.102 .2... -23.563 ...i. -.015 ...4.... -47.709 4 34.811 ...2.... 143 2 max -18.093 4 24.09 4 1 -5.263 3 -.001 2 14.674 1 1.001 1 144 min -133.894 .1.. -2.804 .2_ -16.506 .j..... -.015 ...4_. 2.549 3 -23.351 3 1451 - 3 max -75.102 3 20.184 ..4_ 13.425 2 .011 2 21.463 4 -33.27 ....i.. 1461 win -134.115 ...4... -17.645 ...2.... -16.506 1 -.015 ...4....1 3.474 1 -56.028 A... 1471 4 max -19.699 2 5.271 4 17.275 1 .014 3 1 17.011 1 .708 1 .14 win -134.115 ...j. -21.551 .2... 4.439 3 0 i_. 3.153 3 -26.119 ..L 149 5 max 1.956 2 -41.235 4 1 26.094 3 1 .014 3 -21.648 4 89.161 2 150 win -155.77 ....4.... -68.056 ..2....1 -4.38 .j..... 0 ...j.. -49.964 -....2---..3Z-025 A.. .1.1. M16 ..j. max 208.085 ..L 77.388 ...4... .948 .j._ .026 ..3 -7.981 2 114.476 ...4.... .12 miii -110.78 4 24.825 .2... -23.257 .... -.012 .j_ -61.448 4 11.602 _L 153 - ..2... max 223.457 ..L 43.242 ..4...... -5.8 2 .026 3 16.161 1 2.553 1 154 miii -126.152 ..j. -9.32 .2... -16.496 ...4_ -.012 .j_... 2.449 3 -25.924 ...L 155 3 max 248.942 4 1 44.602 4 10.415 3 1 .026 3 3.162 3 -28.194 3 156. _ win 45.613 .2.. -49.226 ...2.... -32.724 .1.... -.012 .j..... -36.145 2 -65.173 2 157 - 4 max 233.57 4 10.456 4 16.52 2 .01 1 15.617 1 2.511 1 158 min -128.925.-.2---.-:42.045 ...2.... 5.534 ...4..... -.024 1....&.. 2.255 3 -25.577 .2.. 159 5 max 218.198 4 -23.689 4 22.085 3 .01 1 -7.113 4 112.822 2 160 miii -113.553 .2.. -76.191 .2.. -.015 .j... -.024 ..... -60.171 2 10.014 ...4.... .11 M17 j... max 1.535 .j. 62.071 ..4..... 2.51 ..j.. .003 .2.... -20.288 2 77.171 ...4_ .12 1 1 min 1 -38.561 1.2... 36.917 1.2.... -19.816 .2..1 -.009 ...4.... .-50.662 1 4 1 33.393 .2.... RISA-3D Version 17.0.2 [PA ... \ ... SD0475 MOOS 5G NR\2019-07-05 Caculations\Sector Mount C.r3d] Page 7 Designer : GW 10:11 AM IIIRISA Job Company : ENGQUEST.lnc July 8, 2019 Number : S00475 Checked By: DT ANScIEKCOMWY Model Name : S00475 Sector C Envelope Member Section Forces (Continued) Mmhr Ron AtIflh1 I ( u ShrfIh1 I ( 7.qhparrlhl I ( Thrniiflh I ( u.t, Mnma I ( 7-7 Mnm I ( 16 31 ..2 max -16.765 _j.. 22.166 _.4_. -1.516.j._ .003 ..L14.405 1 .624 _L .14 - mm -20.261 _2_. -2.988 ...2.... -15.79 .J..... -.009 A.. 1.953 3 -25.013 .... j.. rj -20.926 _L 18.26 _L. 9.985 ..L. .007 .... 23.378 _4_ -32.513 ..J..... mm -21.644 -15.865 ...2_ -15.79 1 -.009 _.4.... 4.045 _1_ -50.25 A.. 167 max, -20.926 1 5.535 4 16.595 1 1 .007 ...j.... 16.773 1 .257 ..j_. 168, - mit, -21.644 ..I.. -19.77 ....L .705 ... 0 ..J... 2.585 3 -27.765 _.1.. 169 _ max .414 .2... -40.97 _.4_ 22.36 ..j..... .007 1. -22.936 4 79.86 2 1 min -43.065 _j... -66.275 ....2_ -5.06 1 0 1 -52.757 2 35.319 4 .171 M18 .,j. max 28.468 _.4_.. 66.56 ...4_.. 2.464 _j... .011 ._.... -16.506 2 86.825 .A... .172 - mit' -6.772 ..L. 32.599 .2.... -19.801 JL -.002 1 J.... -56.252 1 4 25.498 1 _.2.... .173 ________ .2... Imaxi 13.542 .J_ 32.414 4 1 -4.429 3 .011 _L. 15.762 1 .99 _L .1.74 Iminl 8.324 ._&.. -1.547 -..2--..-.12.90-8 _j.. -.002 .1.... 2.161 -3--27.063 _.&. .175 maxI 26.9 ..L. 36.806 ...4_. 13.871 _.. .011 _ 5.355 3 -22.551 3 1 6,min 8.324 ....L -41.452 ...2_ -31.208 .j.. -.006 ....4.... -26.255 2 47.135 _.2_ 117 ..4... max 10.27 j_ 2.66 _4_. 13.659 1 1 .003 1 15.132 1 .777 1 178. min 7.099 4 -31.59 2 3.612 3 -.01 3 2.032 3 -26.217 ...L .119 rrj 25.642 1.j... -31.485 A.. 18.984 ..... .003 .j_ -15.925 4 86.35 .2... mit' -8.273 ...4......1 -65.736 ...2_. -1.713 .J_. -.01 ...L -55.011 2 23.851 _L 1.1 M19 j_. maxi 300.457 4 25.93 ...... -39.427 _4.... 2.464 .j.. 113.608 4 .633 .L 12 min 1 -369.78 2 -25.956 ...j.. -43.069 _.2_. -2.559 ..... 69.868 2 -1.222 ..L. 183 2 max 305.143 4 25.93 1 ...... -39.427 4 2.464 j_ 69.253 1 4 27.978 ..j .184 mit' -365.09 ..2..... -25.956 L. -43.069 _2.... -2.559 ...1. 21.415 2 -28.538 ....3... max 410.628 ....4._. 25.284 _j.. 8.171 _L 2.464 ...j_ 24.897 4 57.178 -.J_. .. min -259.609 2 -25.31 .... -90.667 _4.. -2.559 ...3.... -27.037 2 -57.709 _.L. .181 ..4... max 415.314 .4_ 25.284 ..j_. 8.171 2 2.464 j.._. -17.845 2 28.734 _ 1 min -254.92 ...2.... -25.31 ....&. -90.667 .j 188. ...4. -2.559 ..... -77.103 4 -29.235 .3.... 189 5 ImaxI 419.999 4 25.284 .j. 8.171 2 2.464 1 -8.652 1 2 .289 1 190 mi -250.238 2 -25.31 3 -90.667 4 -2.559 3 -179.104 4 -.76 3 191 M20 I max -.272 2 18.009 3 -10.665 2 1.594 1 177.093 4 .401 3 .1.92 mit' -92.411 A.. -18.009 _.L -69.14 .....4.... -1.602 1 JL 2.664 2 -.228 ..L 193, _______ 2 max 4.413 2 1 18.009 3 -10.665 2 1.594 1 99.31 4 20.033 1 194 mm -87.726 4 -18.009 1 -69.14 4 -1.602 3 -9.335 2 -19.86 3 195 ..3...Imax, 79.899 _2... 17.981 ..j... 25.325 2 1.594 _.j 21.528 4 40.293 .J_. 198. - mi -12.24 ...4_ -17.981 .j.... -105.13 A... -1.602 ....3.... -21.333 2 -40.12 JL 197 ________ 4 max 84.585 2 17.981 1 25.325 2 1.594 1 7.157 2 20.065 1 198 - min -7.554 _4.... -17.981 ...3_. -105.13 ..4_ -1.602 .j.... -96.744 1 4 -19.892 .L 1.99. ..j. max 89.27 _L 17.981 J._ 28..32 . ..2_. 1.594 ..j._.. 35.647 2 .336 ..i.... 2001 min -2.869 A.. -17.981 Jj_ -105.13 ....4.... -1.602 .... -215.015 4 -.163 ..L.. 201 M21 I Imaxi -1.831 4 18.314 3 68.096 2 1.374 3 -1.482 4 .351 3 202 mu:' 1 -9135 ..2... -18314 _L 10.273 ...4.... 1377 1 -175092 2 -179 _t.. 203 2 max 2.854 4 18.314 3 1 68.096 2 1.374 3 1 10.075 4 20.424 1 204 - mit' -86.664 ...2_ -18.314 .J..... 10.273 .4..... -1.377 _j.. -98.484 2 -20.252 ....3.... 208. ________ .3.m 79.54 4 18.286 j._ 104.696 2 1.374 3 121.632 4 41.027 1 208. _min -9.978 _2... -18.286 ...3.... -26.327 ...4_. -1.377 1... -21.877 2 -40.855 .2... 207 A.. max 84.226 _4_ 18.286 .j._ 104.696 _.L 1.374 ....&. 95.906 2....... 20.455 _L 208. - mit'.2.. -18.286 ...3..... -26.327....4..... -1.377 .J.... -7.986 4 -20.283 _& 209 ________ .1. max 88.911 .4.... 18.286 1 104.696 2 1.374 3 2 .289 L 210 mit' -.607 2 -18.286 3. -26.327 L -1.377 .j.604 K23 . .688 4 -.117 L 211 M22 I max 297.114 2 30.206 3 47.645 4 2.139 3 713 4 1.016 -387.355 4 -30.208 J 35.124 3 m1i 2 -2.119 .J_ .429 2 -1.512 ...L.. 213 2 max 301.8 2 30.206 3 47.645 4 2.139 3 -21.113 4 32.472 1 214 - mit' 382.66P ..j.. -30.208 ...t... 35.124 ...2.... -2.119 .j. -69.915 2 -32.966 .2... 215, 3 max 424.085 2 29.572 1 94.904 2 2.139 3 32.487 4 66.456 1 218. mit' -260.384 A... -29.574 _3_ -12.135 A... -2.119 .J.... -30.4 2 -66.948 .2... .211 ..4... 428.771 ...Z... 29.572 ...j.. 94.904 j. 2.139 ....3.... 76.368 2 33.187 ..L 218 mIt' -255.698 A... -29.574 ...L -12.135 ...4.... -2.119 .j..... 18.835 4 -33.677 ....&.. 219 1..m433.456 2 29.572 1.1... 94.904 22.139 ..3.... 183.135 2 -.082 ..1 RISA-30 Version 17.0.2 [PA ... ... \SD0475 MODS 5G NR\2019-07-05 CaculationsSector Mount C.r3d] Page 8 Designer : GW 10:11 AM Company : ENGQUEST.lnc July 8, 2019 IIIRISA Job Number : SD0475 Checked By: OT ANEMETSCHEKCOMNY Model Name : SD0475 Sector C Envelone Member Section Forces (Continued) Member Sec Axiallibi LC v Shearilbi LC z Shearfibi LC Toraueilb.. LC v-v Moms.. LC z-z Mom... LC 12201 I lminl-251.0121 4 1-29.5741 3 1-12.1351 4 1-2.119 I i I 5.182 1 I -.407 I 3 Envelope Member Section Stresses Mmhr Sr AviIrki1 I ( v Shrf I ( , hOArf I ( i,mnrkcfl I r Rnfrkt1 I ( ,..Tnnlkcil I I r Ml .1 max 0 4 0 1 0 2.. 0 .4 0 .4. 0 41 0 .4. _L rnin 0 1 0 1 0 .4 0 1 0 1 0 i1 0 1.. .1.. ..Lrn .32 4 .05 .3 -.124 .4 .343 .. .12 1.097 2 -.023 .4. _____ - win -.164 2. -.026 1 -.167 2. -.12 j -.343 .3. .023 A -.097 .2.. 3 max .454 4 -.016 j -.078 2 .689 3 .581 1.. 1.424 A .75 .2. .1.. win -.088 2. -.027 3 -.184 .4 -.581 .1. -.689 1 -.75 2 -1.424 .4. c .772 .4 .133 .1 .376 .2. 2.877 .3. 2.898 .1. 8.831 A 8.173 2. - win .33 2. -.132 .3 -.406 .4 -2.898 .1 -2.877 .3. -8.173 2. -8.831 A ...Lrn.? .78 4.1331.3762 0 .4 0 .4 0 A 0 A 10 min .3382-.132,3-.4064 0 I 0 1 0 1 0 1 ji M2 j_max 0 40 .302040.4.0 A 0.4. 12.. .....win 0 1 0 ,j1 0 4. 0 .1 0 1 0 .t _0 1.1 .13. ..Lw .31 2. .056 ,3 1 .177 .4 .281 .3 .189 .t-.009 .2. .096 A .14.. win -.162 4, -.022 .1 .13 2. -.189 .1 -.281 3. -.096 .4. 1 .009 ii ..Lw .447 2. -.009 .1 .182 .2. 1 .679 .3 .507 1. .784 4 1 1.3832. 16 - mm -.083 4 -.025 .3 .076 .4. -.507 1 -.679 .3. -1.383 2. -.784 A 11.. ..i. max .793 2. 1 .138 .1. .406 2. 2.986 .3 3.004 1. 8.167 A 8.823 .2. win .351 4. -.137 .3. -.376 .4. -3.004 .1 -2.986 .3. -8.823 .2. -8.167 A ii m .801 2, .138 1 .406 2 0 .4. 0 ,4,. 0 A 0 20.. 1 win .358 4. -.137 3 -.376 .4. 0 1 0 1 0 1 0 .1. it M3 _j, max .048 2_ .051 .3. .177 .3. -.003 2. .007 4,. 1.404 2_ -.076 4. .22.. - win .012 4. -.052 .1. -.009 1 -.007 .4 .003 2. .217 .4. -.495 .2. .23. .Lrn .236 2. .079 .1 -.009 2. .887 .1. 1 .822 13. -.613 ,2..701 .4.. .24.. - win .08 4. -.027 3 -.291 4 -.822 .3 -.887 1. -1.989 .4. .216 .2.. __ ma .253 4. .055 .1 .107 2. 1.746 1 1.008 .3. -2.232 .3. 1.395 .4. win .19 .3. -.031 2. -.108 4 -1.008 .3 -1.746 1. -3.958 .4.1 .787 3 .27 ,.,4_Imax .245 4., .026 .3, .288 2 .908 .1 .843 .3. -.612 .4. .713 win .078 1 2. -.078 .1 .009 4 1 -.843 3 -.908 .1. -2.024 .2. .216 . 1 .4.. 29 5 max..046 4, .06 1 .024 .1 -.003 1 1 .007 1 1.384 .4.. -.079 .2. _30_ win - .012 2. -.052-....3 -.205 3 -.007 13 .003 .1. .225 2.. -.488 .4. 31 M4 1 max .011 1 .06 1 -.027 2 -.002 1 .008 3. 1.384 .4.. -.079 .2. .32.. win -.093 .3, -.052 3. -.103 4 -.008 .3 .002 1. .225 .2. -.488 .4.. .33. .2...Imax, .508 4, .037 .1 .004 2 .355 1 .617 .3 .314 2. -.076 .4. 34.. _min 1 -.284 2. -.037 13 -.019 4. -.617 .3 -.355 .1 .217 .4. -.111 2 35 ..1. rn .513 .4, .037 j. .004 2 1 .625 1 .886 .3 .467 2.. .158 .4. win -.279 .2. -.037 a -.oi 4 -.886 .3. -.625 1 -.45 4. -.165 12 37 .4... .517 4, .037 1 .004 2 1 .896 1 1.156 1 .3 .621 .2. .393 4. win -.274 2. -.037 .3, -.019 4. -1.156 .3 -.896 1 .1 -1.116 .4, -.219 .2. .3.9.. .L. ma .866 4, .291 .3. -.029 4 .042 1 .051 .3. .679 .2. .572 4, .40.. win -.533 2. -.301 1 -.053 2 -.051 .3 -.042 1 -1.622 4. -.239 .2. .41 M5 j. ma -.014 4, .291 .3. 1 1.176 2 -.001 1 .009 .3 .679 .2.1 .572 .4.. 42.. win -.025 2. -.301 1 -1.913 4 -.009 3 .001 .1 -1.622 14, -.239 .2. .43. ..2.. q .106 2. .096 .1 .285 2 1 .998 1 1 .935 .3 2.195 .2. -.173 .4. 44.. -1 win -.359 4. -.044 .3. .005 4 -.935 .3 -.998 .1 .491 .4. -.774 .2. AL ...3..m -.149 .3 .072 .1 .268 2.2.048,1 1.309 ,3 7.6854. -.806 1. AL win -.337 4. -.036 4 -.273 4 -1.309 .3 -2.048 .1. 2.286 1. -2.709 .4. AL 4 ma .107 4. .044 3 1 -.008 2 .986 1 .927 .3 2.168 .4. -.17 2.. AL win -.356 2. -.097 .1. -.286 4 -.927 .3 -.986 .1. .481 .2.. -.764 4, .49.. ma .016 3. .285 .1. 1.883 2 -.002 1 .009 .3 .775 .619 2.. win -.056 1 -.269 .3. -1.155 .4, -.009 .3 .002 I -1.755 .2. -.273 4. 51 M6 _j mx .853 2. .264 .3. 0 1 .092 2 .033 .4j .4. RISA-3D Version 17.0.2 (PA ... \ ... SD0475 MOOS 5G NR\201 9-07-05 Caculations\Sector Mount C.r3dJ Page 9 Designer : GW 10:11 AM Company : ENGQUEST.lnc July 8, 2019 IIIRISA Job Number : S00475 Checked By: DT ANEMErSCHEKccANY Model Name : SD0475 Sector C EnveIoe Member Section Stresses (Continued) Member Sec Axialrksil LC v SherL. LC z Shearl... LC v.Thollcsil LC v-Rntlksil LC 2-Tnnlksil LC -Rntlksi1 IC ____ WIWflflflflUWflfl UI ______ ri_ unnnnnnri Em rnin iun UI_ ____ ____ UI_Wflflflflflflfl UI ___fl flUflflfl rI_ MR Z1 E; rnnnuunnn El WZI_rnuinnn El_ LTI_ ER flflflflflflfl UI____ UI UI_ UI UI_ UI____ UI on UI____ flE UflIifl UI UI UI____ WE Im rnnnuunnn 9 MI,____UIIflWflE1WflWflWVMI 9 Me ____nnflE!wnw!nrTfl tri runanninnnzun a in= ITiTh_MCMNMEN~Mlwmn~ "EIRMU RISA-3D Version 17.0.2 [PA ... ... SDO475 MOOS 5G NR\2019-07-05 Caculations\Sector Mount C.r3d] Page 10 Designer : GW July 8, 2019 IIIRISA Job Company Number : SD0475 ENGQUEST.lnc : 10:11 AM Checked By: DT ANEMETSCHEKcOMPANY Model Name : SD0475 Sector C Envelope Member Section Stresses (Continued) _Member Sec Axiallksil LC v ShearL, LC - Shearl.. LC v-Toolksil LC v-Botrksil LC z-Tonlksil LC z-BotFksil LC j.Q9 _&m .023 .4. .02 2. .397 .4_.0031 .004. 5.467 .4. 1.8982 flQ miii .023 2. -.072 .1. -.395 .2. -.004 3 -.003 .j.. -5.384 2 -1.927 A. 1.1.1 M12 ..j... m -.022 4 .002 .a. .124 .2. .004 2. .003 j. 1.781 A. .609 2 112 - min -.022 .3. -.054 1 -.13 .4. -.003 1. -.004 2. -1.728 2 -628 4 113 ..L rn -.021 1 .008 2. .022 2. .038 . .329 j.1 .083 A. .029 2 .114 - miii -.022 .a -.032 1 -.027 A. -.329 1 -.038 2. -.083 2 -.029 A. .1i5. rj -.02 1 .01 2. .023 2. .104 2. .485 1.. .542 A. .171 -2- 1161 - min -.021 .a -.01 1. -.023 .4. -.485 1 -.104 2. -.484 2. -.191 A. ill __ ..j. max. .002 4. .03 1. .052 .2.. .111 j .403 J. .915 A. .317 2. .119 - min. .001 2. 1 -.007 .3. -.048 14.. -.403 1 1 -.111 131 -.899 2. -.322 A. 19 _________ p .023 4 .072 1. .395 2. .004 3. .003 j 5.384 2 1.927 A. 120 it miii .023 2 -.02 3 -.397 4 -.003 1 -.004 2. -5.467 A. -1.898 2 11 M13 n.434.0224 0 .4 PA. 0 A.0 .4. 0 A. 122 min -.4611.0221 p 1 1010 t 0.1 123. ..L m .441 3 .011 1 4 0 .4 .279 4 1 -.279 .4. .577 A. -.62 A. 124 min -.455 1 .011 1.. 0 .1 .279 1 -.279 j. .577 1 -.62 1... .12 .L1 max .448 .3. 0 4 0 4 .371 4 -.371 .4 .769 A. -.826 A. J2fL ________ - min 1 -.448 .j 0 j. 0 1.1 .371 1 -.371 1 .769 1 -.826 1.. 121 A.. ry .455 .3. -.011 4 0 .4 .279 A. -.279 A.1 .577 A. -.62 A. 12 min 1 -.441 .1 -.011 .1 0 .1. .279 1 -.279 1..1 .577 .11 -.62 .1 129 ..i..m .462 3. -.022 4 0 .4 0 A. 0 A. 0 A. 0 A. 13 min I -.434 1 -.022 .1 0 .1 0 ji 0 1 0 1 0 t 12.1 M14 Jn?c .441 .30244 0 40 A. 0 A. 0 A. P A- 132 min -.4691.024 1 0 .1 0 j. 0 j 0 1.. 0 1 .133. ..L max .448 .3. .012 4 0 4 .305 4 -.305 A. .633 A. -.679 A. .134 min -.462 1 .012 .1 0 .1 .305 1. -.305 .1. .633 1.. -.679 1 135 ...3... m .455 3 0 4 0 4 .407 .4 -.407 A. .843 A. -.906 .4. 136. min -.455 1 0 1 0 .1 .407 .1 -.407 1 .843 .11 -.906 1 .13.1 ..4... m .462 .3. -.012 4 0 4 .305 4 -.305 A. .633 .4. -.679 A. 1381 min -.448 .j -.012 .1 0 .1 .305 1. -.305 1 .633 .1. -.679 1 13.9 5 max .469-.0244Q 40 .4 0 .4.0 A. 0 A. 14 min -.4411-.02410 1 01.010101 141 M15 .j.. m 0 4. .307 4 .009 -1.889 .2. 4.714 A. -2.149 2.. 5.76 A. 1.42 min -.31 2. .178 2. -.113 .3. -4.714 .4 1.889 .2. -5.363 .4. 2.308 .2. .143. _________ ..Lrn -.037 4 .116 4 -.025 3 1.267 3 .054 1 1.65 1 -.308 3 .14.4 min -.273 2. -.013 2. -.079 .1 -.054 j -1.267 2. .287 .3. -1.771 1 145 3 may -.153 3 .097 1 4 .064 1 2. 3.041 .4 -1.806 1.. 2.413 A. -.419 1 .146, min -.273 4 -.085 2. -.079 .1 1.806 .1 -3.041 4.. .391 i_ -2.591 -4- 147 ..j.max -.04 2. .025 4 .083 j 1.417 1 .3. .038 1 1 1.912 1 -.381 2. 148. min -.273 4. -.103 .2. .021 .3. -.038 j 1 -1.417 13. .355 2. -2.054 1 .149 _j. m .004 2. -.198 4 .125 .3. -2.009 41 4.839 .2. -2.434 .4.. 6.032 .2. 150 - miii -.317 4 -.327 2. -.021 .1 -4.839 2. 2.009 .4.. -5.617 .2. 2.613 A. .191 M16 ..j... rjj .424 2. .371 4 .005 j -.63 .2. 6.213 .4.. -.897 2. 7.418 A- 152 min -.226 4 .119 2. -.112 .3. -6.213 4 .63 2. -6.908 A. .963 .2. • ..2_ max 1 .455 2. .208 4 -.028 2. 1.407 .139 11 1.817 1 -.296 .3.. .194 min -.257 4. -.045 2. -.079 -.139 .1 -1.407 .275 .3. -1.951 11 155 _3.m .507 .214 4 .05 3 3.537 1 2. -1.53 2.1 .355 3. 4.364 1 2.. min .093 .3. -.236 2. -.157 .j. 1.53 .3. -3.537 2.. -4.063 .2. -.382 .3. .191 ...L ma .476 4 .05 4 .079 2. 1.388 .3.. .136 1 1.756 1 -.272 .3.. 158. - - -min--.263 2. -.202 2. .027 .4. -.136 .1 -1.388 .3.. .254 .3. -1-885-...L 159 5 rn .444 4 -.114 4 .106 .3.. -.543 14 6.123 1 2. -.8 A. 7.264 2. 160 ....._min. -.2312.-.3662 0 .1-6.1232 .543A. -6.7642..859A. .19.1 M17 1 ma .003 4 .298 4 .012 1.. -1.812 .2. 4.188 A. -2.281 2.1 6.116 .4.. .192 - min 1 -.079 2. .177 2. -.095 .3. -4.188 4 1.812 2. -5.695 .4.. 2.449 .2. .193. _________ .2. m -.034 4. .106 4 -.007 .3. 1.357 3 .034 .1. 1.619 1 23 .3 .194 min -.041 2. -.014 2. -.076 1.. -.034 .1 -1.357 .3.. .22 -1.739 .1. 11651 3 Imax -.043 .088 .1. 4 .048 2. 2.727 4 -1.764 1 2.628 131 A. -.488 11 RISA-3D Version 17.0.2 [P:\...\. ..SD0475 MODS 5G NR\2019-07-05 CacuIationsSector Mount C.r3d] Page 11 : ENGQUEST.lnc July 8, 2019 Company IIIRISA Job Designer : GW 10:11 AM Number : SD0475 Checked By: DT ANETSCHEICOPANV Model Name : SD0475 Sector C Enveloøe Member Section Stresses (Continued) Member Sec Axiallksil LC v Shearl.., LC 'Sheen.. LC v-TnnFksil LC v-Botrksil LC 2.Tnn1ksi LC z-Rntfksil IC - mm -.044 .. -.076 .2 -.076 11.764 1 -2.727.4. .455 .1 -2.822 A. 11 rj -.043 1 .027 .4.. .08 1.. 1.507 3 .014 .1 1.886 1 -.312 a 168 mm -.044 .a -.095 2. .003 . -.014 1 -1.507 . .291 -2.025 .1 169 5 max 0 2. -.197 .4.. .107 . -1.917 .4.. 4.334 2. -2.578 .4. 6.369 2. 11 mm -.088 4 -.318 2 -.024 1 -4.334 2 1.917 .4 -5.931 2 2.769 A. ill M18 .1 rn .058 4 .319 4. _iZ.... .1. -1.384 1 2. 4.712 .4. -1.856 12. 6.791 A. 112 1 mm -.014 2. 156 2.. -.095 2. -4.712 .4. 1.384 2.. -6.324 4. 1.993 2 ii _L ma .028 1 .156 .4.. -.021 3 1.469 3 .054 1 1.772 1.1 -.261 3. 114 win 1 .017 .3 -.007 2. -.062 .1. -.054 j -1.469 2. .243 2.1 -1.903 i. 175 - 3 max .055 2 .177 4 .067 3 2.558 2 -1.224 3 .602 3 1 3.17 2 176 win 1 .017 .3 -.199 2. -.15 1 1.224 . -2.558 .2.. -2.951 .2.. 1 -.646 3 117 _4_ m .021 2. .013 4 1 .066 j1 1.423 3 .042 1.. 1.701 1.. -.245 12. 11 win .014 4. -.152 2. .017 .3 1 -.042 1... -1.423 .3. .228 2. -1.827 1.. 17 ..j. rn .052 2. -.151 4 .091 .3 -1.294 .4. 4.686 2..1 -1.79 .4. 6.641 2. 180 win -.017 4 -.316 2. -.008 1 -4.686 2 1.294 .41 6.184 2. 1.923 .4.. .191 M19 - _j.1 m .295 4 .051 .3 -.077 4 .028 1 .014 2.1 2.582 .4.. -1.588 2. .192. [fin 1 -.363 2. -.051 1. -.084 2. -.014 .3. -.028 1.. 1.588 2. -2.582 4. .193 .2... max .299 4 .051 1 .3 -.077 4 .649 1 3. .636 1 1.574 4. -.487 12. 184, win I -.358 2 -.051 1 -.084 2. -.636 1 -.649 2. .487 2. -1.574 14 3 _ max .403 4.05 1. .016 2 1.312.3.1 1.3k .5664. .614 2. win -.255 2. -.05 .3 -.178 .4 -1.3 1-1.312 .3. -.614 2. -.566 4 .187 ...4..... max..407 4 .05 j .016 2. .664 .3. .653 1.. -.406 2. 1.752 .4. 188 win -.25 2. -.05 3 -.178 4 -.653 1 -.664 .3. -1.752 .4.. .406 -2- 189. w .412 4. .05 j. .016 2. 5 .017 3 .007 .1. -.197 .2. 4.071 4 win -.245 2. -.05 3 -.178 4 -.007 1. -.017 2. -4.071 .4. .197 2. .191 M20 .j....1 max 0 2. .035 .3. -.021 2. .005 .1 .009 13. 4.025 .4. -.061 2. 1.92 - [nm -091 4 -035 .1 -136 4 -009 .3. -005 1.. 061 2. -4025 1 4. .193 - ..L ma .004 1 2. .035 .3. -.021 2. .451 .3. .455 1 2.257 .4. .212 .2. 194 in -.086 4 -.035 1.. -.136 4 -.455 1 -.451 .3.. -.212 2. -2.257 .4.. 1.9 ....L m .078 2. .035 1.. .05 .2 1 .912 .3 .916 1 .489 .4... .485 .2. win -.012 4 -.035 .3. -.206 4 -.916 11 -.912 .3.1 -.485 .2. -.489 .4.. .197 .1. rn .083 2. .035 .1 .05 2. 1 .452 .3. .456 1 .163 2. 2.199 .4. .19 win -.007 4 -.035 .3 -.206 4 -.456 .1 -.452 .3. -2.199 .4. -.163 1 2. .199 max .088 2. .035 .1 .05 2. .004 1 .008 .3. .81 2. 4.887 4 200 - win -.003 4 1 -.035 .3 -.206 4 -.008 .3. -.004 1 -4.887 .4.. -.81 -2- 201 M21 .j.... rj -.002 4 .036 .3 .134 .2 .004 1 .008 .3.1 -.034 .4. 3.979 2. 22 - win -.09 .2 -.036 1.. .02 4 -.008 .3. -.004 1 -3.979 2.. .034 4. 203 .2.... max 1 .003 4 .036 .3. .134 2. .46 .3 .464 1 .229 .4. 2.238 2. 24 win 1 -.085 2. -.036 1 .02 4 -.464 1. -.46 .3.. -2.238 2. -.229 .4. 205 max .036 .i_205 2. .929 .3932_1.492 4 .4972 206 - min -.01 2 -.036 3 -.052 4 -.932 1 -.929 .3. -.497 2. -.492 14. 27 ....4... 'n .083 4. .036 .1 .205 2. .461 3 .465 .1. 2.18 2. .182 4 208 win -.005 2 -.036 .3. -.052 4 -.465 .1 -.461 .3. -.182 .4. -2.18 2.. 201 A.. !? .087 4 .036 .1 .205 2. .003 .1 .007 .3. 4.857 2. .855 .4. 219 win 0 2 -.036 .3. -.052 4 -.007 .3. -.003 1 -.855 .4. -4.857 2. 2 11 M22 .j....1 rn .291 2. .059 .3 .093 4 .034 .1.1 .023 .3. -1.698 .4. 2.487 .2. 212 1 win -.38 14 -.059 1.1 .069 2. -.023 .3. -.034 .1. -2.487 2.1 1.698 .4. 213 max .296 2. .059 .3. .093 4 .749 .3 .738 .1. -.48 .41 1.589 2. 2.14 win -.375 4 -.059 .1 .069 2. -.738 .1 -.749 13, -1.589 2. .48 .4. 21. rn .416 2. .058 1. .186 2. 1.522 3 1.51 1 1. .738 .4. .691 2. 219 win -.255 4 -.058 .3. -.024 14 -1.51 .1 -1.522 .3. -.691 2. -.738 .4. 2.11 ..i.max .42 2. .058 .1. .186 2. .765 .3 .754 .1. 1.736 2. -.428 .4. 219 _..rnin -.251 4 -.058 .3 -.024 .4 -.754 j. -.765 .3.. .428 .4. -1.736 -Z- 5 max .425 2. .058 1 .1 2191 .186 2. .009.3. -.002 .1. 4.162 1 2. -.118 4 . 2201 mm -.246 4 -.058 .3. -.024 .4. .002 .1 -.009 .3.. .118 .4.. -4.162 2. RISA-30 Version 17.0.2 [PA ... \...\SD0475 MODS 5G NR\2019-07-05 CacuIationsSector Mount C.r3d] Page 12 Company Designer : GW July 8, 2019 111RISA Job Number SD0475 : ENGQUEST.lnc : 10:11 AM Checked By: DT ANEMETSCHEK COMPANY Model Name : SD0475 Sector C Envelooe Member Section Deflections Service Member Sec x [in] LC y [in] LC z [in) LC x Rotate [r... LC (n) Uy Ratio LCJn)L/z' Ratio LC I No Data to Print ... Member Shaoe Code C... Locflnl LC Shear ... LocFinl Dir LC ohi*Pnc llblohi*Pnt fibi ohi*Mn v-.. ohi*Mn z-... Cb Eon I 1 MI PIPE 20 275 62.813 4 057 154.375 - 3 16368554 32130 1871625 1871625 L.- H1-1b _.2.... M2 PIPE 2.0 .275 13 2 .057 = 3 16368.554 32130 1871.625 1871.625 3 H1-1b ...i.. M3 4x1.5x3I16 _216_ ........... 4. .037 89 z 4 5883.405 40246.875 934.872 4558.228 1.. HI-lb ....4.. M4 c4xl.5x3/16 .062 .....4_. 4. .019 46.125 y 3 18183.76 40246.875 934.872 3793.196 . HI-lb 5 M5 C41.50116 .323 94 4. .099 1 z 4 5883.405 40246.875 934.872 4558.228 1 ... H1-1b .1... M6 C4x1.50116 .065 1......Q... 2 .018 7.875 y 3 18183.76 140246.875934.872 4558.228 1 •. H1-1b 7 Mil C4x1.5x3116 .128 1....4... 4. .035 46.125 z 14 1 18183.76 140246.875 934.872 4217.489 . H1-1b M12 C4x1.5x3116 .128 ..4.... 4..1 .035 146.125 z 14 118183.76 40246.875 934.872 4217.489 . H1-1b 9 M13 L2x2x2 .159 52.752 3 .001 99.298 v 1111719.879 15908.4 396.008 502.113 1.:. 1-12-1 1.0.. M14 1_L2x2x2 170 . 002 0 y 11 1642.581 159084 396.008 495.0791 1-12-1 11 1 M15 _L2x2x2 .255 ..9 .014 935 2 1939.776 15908.4 402.563 684.317 1-12-1 1.2.. M16 L2x2x2 .323 ..J0... 4. .016 0 y 4. 1939.776 15908.4 402.563 699.729 1-12-1 13 M17 L2x2x2 .249 1 93.5 2 .014 935 y. 2 1939.776 115908.4 402.563 676.79 2 •.. 1-12-1 jj M18 L2x2x2 .279 ._.0. 4. .014 0 v 4 1939.776 115908.4 402.563 695.21 H2-1 15 M19 PIPE 2.0 .104 54 4. .010 27 - _!L 25203.832 32130 1871.625 11871.625 1... H1-1b it M20 PIPE 2.0 .115 ...4. 4. .012 27 - 425203.832 32130 1871.625 1871.625 1... 81-lb 17 M21 PIPE 2.0 .114 54 2 .012 27 2 25203.832 32130 1871.625 1871.625 1... HI-lb ii M22 PIPE 2.0 .106 S.4. a .010 1 27 1 2 125203.832 32130 1871.625 11871.625 1. J HI-lb RISA-31) Version 17.0.2 [PA ... \ ... \S00475 MOOS 5G NR\2019-07-05 CacuIationsSector Mount C.r3d] Page 13 AT&T Analysis Report Page 4 Site No: SD0475, Carlsbad Conclusion There is no wind load increase on the existing FRP Enclosure due to new equipment installation. The increase in dead load and seismic load on the FRP Enclosure is insignificant compared to structure design loads. The existing antenna sector mount will be stressed to 32.3% of its structural capacity. Therefore, the existing structure and mount are considered adequate for the proposed installation. Assumptions and Limitations This report is based solely on the information supplied to us as listed above, and the results, in turn, are only as accurate as data extracted from this information. This report is considered void if any of the listed information or assumptions state herein is inaccurate. The antenna mounts, including any existing modifications to them, have been installed in accordance with original design drawings and are in satisfactory condition to carry their full design capacity. Any existing modifications not listed in this report have not been not been considered in the analysis. Antennas and equipment are as given in the table above. Assumptions made with regards to antenna and mount sizes, and their projected areas, are based on our best interpretation of the provided information and our best knowledge of industry practice. Contractor shall inspect the condition of all mount members and connections prior to installation of proposed equipment; if there are any deficiencies or discrepancies, Contractor shall notify Engineer of Record. ©2R p GI 7/8/2019 ATC Hazards by Location ac Hazards by Location Search Information Address: 1015 Chestnut Ave, Carlsbad, CA 92008, USA Coordinates: 33.1580168, -117.33892320000001 Elevation: 79 ft Timestamp: 2019-07-08T13:06:00.380Z Hazard Type: Wind ASCE 7-16 ASCE 7-10 MRI 10-Year -------------------67 mph MRI 10-Year -- ASCE 7-05 72 mph ASCE 7-05 Wind Speed -------85 mph MRI 25-Year -------------------72 mph MRI 50-Year -------------------78 mph MRI 100-Year ------------------82 mph Risk Category I ----------------90 mph Risk Category II ----------------96 mph Risk Category Ill -------------103 mph Risk Category IV -------------107 mph MRI 25-Year ---------------79 mph MRI 50-Year ---------------85 mph MRI 100-Year --------------91 mph Risk Category I -----------100 mph Risk Category II ----------110 mph Risk Category III-IV -------115 mph The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer. Per ASCE 7, islands and coastal areas outside the last contour should use the last wind speed contour of the coastal area - in some cases, this website will extrapolate past the last wind speed contour and therefore, provide a wind speed that is slightly higher. NOTE: For queries near wind-borne debris region boundaries, the resulting determination is sensitive to rounding which may affect whether or not it is considered to be within a wind-borne debris region. Mountainous terrain, gorges, ocean promontories, and special wind regions shall be examined for unusual wind conditions. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this wehsite does not imnlv ennrovel hv the novemino hiiildinn r.nde hones resnonsihie for hijildino rndp ennrovel end intemretetion for the https://hazards.atcouncil.orgl#/wind?lat=33.1580168&lng=-117.33892320000001 &address=1015 Chestnut Ave%2C Carlsbad%2C CA 92008%2C USA 112 * 7/8/2019 ATC Hazards by Location OTC Hazards by Location Nail Search Information Address: 1015 Chestnut Ave, Carlsbad, CA 92008, USA Coordinates: 33.1580168, -117.33892320000001 Elevation: 79 ft Timestamp: 2019-07-08113:06:19.992Z Hazard Type: Seismic Reference ASCE7-16 Document: Risk Category: Ii Site Class: 0-default data 024I50caj? NOMI Basic Parameters Name Value Description SS 1.061 MCER ground motion (period=0.2s) S1 0.384 MCER ground motion (period=1.0s) SMS 1.274 Site-modified spectral acceleration value SM1 * null Site-modified spectral acceleration value SDS 0.849 Numeric seismic design value at 0.2s SA S01 * null Numeric seismic design value at 1.0s SA * See Section 11.4.8 'Additional Information Name Value Description SOC * null Seismic design category Fa 1.2 Site amplification factor at 0.2s F * null Site amplification factor at 1.0s CRS 0.895 Coefficient of risk (0.2s) CR1 0.906 Coefficient of risk (1.0s) PGA 0.467 MCEG peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGAM 0.561 Site modified peak ground acceleration https://hazards.atcouncil.orgl#/seismic?lat=33.1580168&lng=-117.33892320000001&address=1015 Chestnut Ave%2C Carlsbad%2C CA 92008%2C ... 1/2 7/8/2019 ATC Hazards by Location I TL 8 Long-period transition period (s) SsRT 1.061 Probabilistic risk-targeted ground motion (0.2s) SsUH 1.186 Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) SO 1.5 Factored deterministic acceleration value (0.2s) SI RI 0.384 Probabilistic risk-targeted ground motion (1.0s) SI UH 0.424 Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) SID 0.6 Factored deterministic acceleration value (1.0s) PGAd 0.557 Factored deterministic acceleration value (PGA) * See Section 11.4.8 The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are provided by the U.S. Geological Survey Seismic Design Web Services. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. https:llhazards.atcouncil.org/#Iseismic?Iat=33. 1580168&Ing=-117.33892320000001 &address=1015 Chestnut Ave%2C Carlsbad%2C CA 920080/62C ... 2/2 Hazardous Materials Questionnaire County of San Diego, Department of Environmental Health P0 Box 129261, San Diego, CA 92112-9261 (858) 505-6700 (800) 253-9933 www.sdcdeh.org Record ID #: Not in System Plan Check #: DEH2019-HHMBP-007752 LA3cad -O?371 Business Name Business Contact Telephone # Plan File # AT&T Mobility Tim Henion 5035198591 Project Address City State Zip Code APN # jOi5tLetnute,,.,.. Carlsbad CA 920082564 205-190-25-12 jibant,,# L,It r17 U Applicant E-Mail Applicant Telephone # Tim Henion thenion@deprattiinc.com 5035198591 SEP 06 2019 The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT - HAZARDOUS METERIALS DIVISION: OCCUPANCY CLASSIFICATION: (Not required for projects within the City of San Diego.) the item, your business will use, process, or store any of the following hazardous materials. If any of the items are selected, Applicant must C ontactthèFireProtectionAgency with jurisdiction prior to plan submittal. B'i Rati9B-2 ION Facility's Square Footage (including proposed project): 250 O Explosive or Blasting Agents 0 Organic Peroxides 0 Water Reactives 0 Corrosives O Compressed Gases 0 Oxidizers 0 Cryogenics 0 Other Health Hazards O Flammable/Combustible Liquids 0 Pyrophorics 0 Highly Toxic or Toxic Materials 0 None of These O Flammable Solids 0 Unstable Reactives 0 Radioactives PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISION (HMO). If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, in person at 5500 Overland Ave., Suite 110, San Diego, CA 92123, or by phone at (858) 505-6700 prior to issuance of a building permit. FEES ARE REQUIRED. Project Completion Date: 9/12/2019 YES NO M 0 Is your business listed on the reverse side of this form? (check all that apply). 0 CaIARP Exempt 0 lB Will your business dispose of Hazardous Substances or Medical Waste in any amount? 0 CalARP Required Will your business store or handle Hazardous Substances in quantities equal to or greater than 0 CalARP Complete 55 gallons, 500 pounds, or 200 cubic feet? 0 lB Will your business handle carcinogens or reproductive toxins in any quantity? Review Date: 0 lB Will your business use an existing, or install an underground storage tank? 0 lB Will your business store or handle Regulated Substances (CalARP)? 0 IS Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? 8 Will your business store petroleum in tanks or containers at your facility with a total storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD: If the answer to Question #1 is 'Yes' and the answer to Question #2 is 'No', the applicant must contact the APCD prior to the issuance of a building or demolition permit. If any answer to Questions #3, #4, or #5 is 'Yes', the applicant must contact the APCD prior to the issuance of a building or demolition permit. If the answer to Question #3 or #4 is Yes, the applicant may need to submit an asbestos notification form to the APCD at least 10 working days prior to commencing demolition or renovation (some residential projects may be exempt from the notification requirements). Contact the APCD at 10124 Old Grove Road, San Diego, CA 92131 or telephone (858) 586-2600 for more information. YES NO 0 lB Will any existing building materials be disturbed as part of this project? (If the answer is 'Yes, an asbestos survey may be required.) 0 lB Has a survey been performed to determine the presence of asbestos containing materials? 0 0 Will the project involve handling or disturbance of any asbestos containing materials? 0 ci Will the project involve the removal of any load supporting structural member? Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at http:llwww.sdapcd.org/info/facts/permits.pdf 6 o a (ANSWER ONLY IF QUESTION 5 IS YES) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)? Search the California School Directory at http://www.cde.ca.gov/re/sd/ for public and private schools or contact the appropriate school district. Briefly describe business activities: Briefly describe proposed project: Office Building with Wireless Communications Facility update existing cell site replace (3) antennas and (3) remote radios I declare under penalty of perjury that to the best of my knowledge and belief, the responses made herein are true and correct. IS; Fees Acknowledged: IS Tim Henion 8/7/2019 Name of Owner or Authorized Agent Date FOR OFFICIAL USE ONLY FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: BY: - DATE: EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMD APCD COUNTY-HMD APCD COUNTY-HMD APCD ,9P,S' VlEWlWY \ S. Camba 8/9/2019 A stamp in this box ODIX exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply. DEH_HMD_ Plan _Check _Questionnaire vl.3 (8/2019) Printed on: 8/9/2019 @8:11 AM STORM WATER Development Services CITY 45)1> OF COMPLIANCE Building Division CARLSBAD ASSESSMENT 1635 Faraday Avenue 760-602-2719 760-602-2719 B-24 www.carlsbadca.gov I am applying to the City of Carlsbad for the following type(s) of construction permit: Building Permit IJ Right-of-Way Permit I] My project is categorically EXEMPT from - Electrical - Patio/Deck the requirement to prepare a storm water Fire Additional Photo Voltaic pollution prevention plan (SWPPP) because it Fire Alarm Fixed Systems Re-Roofing Sign only requires issuance of one or more of the Mechanical Spa-Factory following permit types: Mobile Home Sprinkler Plumbing Water Discharge Project Storm Water Threat Assessment Criteria* No Threat Assessment Criteria I My project qualifies as NO THREAT and is exempt from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it meets the no threat" assessment criteria on the City's Project Threat Assessment Worksheet for Determination of Construction SWPPP Tier Level. My project does not meet any of the High, Moderate or Low Threat criteria described below. Tier I - Low Threat Assessment Criteria U My project does not meet any of the Significant or Moderate Threat criteria, is not an exempt permit type (See list above) and the project meets one or more of the following criteria: Results in some soil disturbance; and/or Includes outdoor construction activities (such as saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling). Tier 2 - Moderate Threat Assessment Criteria U My project does not meet any of the Significant Threat assessment Criteria described below and meets one or more of the following criteria: Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code); or, Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria: Located within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or Disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical, and/or Disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse, and/or Construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). Tier 3 - Significant Threat Assessment Criteria U My project includes clearing, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas: and/or U My project is part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, refueling and maintenance areas: or, U My project is located inside or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). i certify to the best of my knowledge that the above checked statements are true and correct I understand and acknowledge that even though this project does not require preparation of a construction SWPP, Imust still adhere to, and at all limes during construction activities for the permit type(s) check above comply with the storm water best management practices pursuant to Title 15 of the Carlsbad Municipal Code and to City Standards. *The City Engineer may authorize minor variances from the Storm Water Threat Assessment Criteria in special circumstances where it can be shown that a lesser or higher Construction SWPPP Tier Level is warranted. Project Address: Assessor Parcel No. 1015 Chestnut Ave D3 2051902812 Owner/Owner's Authorized Agent Name: Title: Tim Henion PM Owner/Owner's Authorized Agent Signature: Date: _ 25 JULY 2019 City Concurrence: By: Date: Project to: DYES DNO B-24 Page 1 of I Rev.03/09 454k CITY OF CARLSBAD CONSTRUCTION THREAT ASSESSMENT WORKSHEET FOR DETERMINATION OF PROJECT'S PERCEIVED THREAT TO STORM WATER QUALITY E-33 Develonment Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov Construction Perceived Threat to SWPPP Tier Construction Threat Assessment Criteria* Level Stor 'a er lit Tier 3— High Construction Threat Assessment Criteria U Project site is 50 acres or more and grading will occur during the rainy season U Project site is I acre or more in size and is located within the Buena Vista or Ague Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA High U Soil at site is moderately to highly erosive (defined as having a predominance of soils with Tier 3 USDA-NRCS Erosion factors kf greater than or equal to 0.4) U Site slope is 5 to I or steeper O Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). U Owner/contractor received a Storm Water Notice of Violation within past two years Tier 3— Medium Construction Threat Assessment Criteria Medium All projects not meeting Tier 3 High Construction Threat Assessment Criteria Q . Tier 2 High Construction Threat Assessment Criteria U Project is located within the Buena Vista or Ague Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA U Soil at site is moderately to highly erosive (defined as having a predominance of soils with USDA-NRCS Erosion factors kf greater than or equal to 0.4) High 0 Site slope is 5 to 1 or steeper Tier 2 U Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). U Owner/contractor received a Storm Water Notice of Violation within past two years U Site results in one half acre or more of soil disturbance Tier 2 - Medium Construction Threat Assessment Criteria Medium U All projects not meeting Tier 2 High Construction Threat Assessment Criteria Tier I - Medium Inspection Threat Assessment Criteria U Project is located within the Buena Vista or Ague Hedionda Lagoon watershed, within or directly adjacent to an environmentally sensitive area (ESA) or discharges directly to an ESA 0 Soil at site is moderately to highly erosive (defined as having a predominance of soils with USDA-NRCS Erosion factors kf greater than or equal to 0.4) Medium U Site slope is 5 to I or steeper Tier 1 13 Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). U Owner/contractor received a Storm Water Notice of Violation within past two years U Site results in one half acre or more of soil disturbance Tier I - Low Insoection Threat Assessment Criteria L OW U All projects not meeting Tier I Medium Construction Threat Assessment Criteria Exempt J - Not Applicable - Exempt *The city engineer may authorize minor variances from the construction threat assessment criteria in special circumstances where it can be shown that a lesser or higher amount of storm water compliance inspection is warranted in the opinion of the city engineer E-33 Page 1 of I REV 4130/10 - GENERAL NOTES -- - ! 1.1; . ! I, • .' THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE . • - 1116"-- W- AS REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT 2)11. NOT RESULT IN ANY SIGNIFICA -- - . -- DISTURBANCE OR EFFECT ON DRAJNAGE. NO SANITARY SEWER SERVICE. POTABLE WAlER. OR DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNACE IS PROPOSED. at&t ____ - .%- A& sg • aN AN CARLSBAD SITE NUMBER: SD0475 MODS 5GNR FA NUMBER: 10086282 1015 CHESTNUT AVENUE #D311 CARLSBAD, CA 92008 VICINITY MAP Vista -1 C.M- had T:c::?4i >i cool td Army and 9 Postal Service0 \CadsbadllighSct.00lQ-4,Vvy Academy Wiled States ( CARLSBAD VILLAGE .\ Pizza PoitCarlabod 9 . '60400, Magnolia 9 4 01 CiitisbidParlis ElcniemaiySchod - 3. Recreation • STE D3 ,. • \\CarIsbad Jo \ '..\\Cal am J ch ., r'Ell \\ 9vcseani~ AgueHediondaL goon .. &06 Iltsekhoue • . \J Parkj- DRIVING DIRECTIONS FROM AT&T OFFICE 015805180514 MAT OFFICE- HEAD SOUIHW05T ON P001310 0054120 BLVD 100010 M0160LLOR Cr. 112(014 1010111 OHIO U28C 0058. 112924 (fiT OHIO InilA 505101110 PKWV USE ThE 054T 2 10(400 10 110511 INONI 10 1404CC 01110 0-805 N. FOLLOW -5 N 10 TOMRE05IC AVE IN CORLSB.*0.1314E 0111 49 FROM I-S N. MERGE OHIO (-805 N. MERGE 0+110 1-5 IL TARE OUT 49 PER TAMWEIC AVE. TARE P10 P100 05 10 CHESTNUT AVE. 1109 1013111 0+410 T*ALWCX AVE. 12501 LEFT ONTO P40 P000 OR. 1URN 180111 01110 0(IESIl4UT AVE. 00501*11001 WILL 05 05 ThE RIGHT. CODE COMPLIANCE 2015 CALI05OA ANI02TRAmE PORT 1, nilE 24 CR. 2015 CA1IEA 0(28118 GOBE On PART 3. lIfE 24 C.CR. 4015 II101IIAIDUL 0(0(20(0 GOGE 58.1185 I-2 MI 2015 01(1050* MIDII1S) 2010 CAIIIA DECIINCAL 005 (05). PORTS lIfE 20. O.C.R. (2014 RAIIBIAL ELEVIISCAL ORE NI 2015 CALM NWI1S) 2015 00(2051* IE0W(IC& OWE (OlE). PART 0. lIfE 20. O.C.R. (2015 WIFORM WGRANCAL 050 NO 2010 C*110511A 0582005110) 2010 00(1050* KISSING COM (05). PART!, fIlE 20. C.CR. (2015 110(05 PUMII 050 NI 2015 011.F05IA 0(20050412) 2010 001100(1* BORE! (015). PART!, 1E 20. O.C.R. 2015 00(200(0* IRE PARTS. lIfE 20.0.82. M" MM IRE 005 NI 2010 00(1095* aoioi as) 2010 OR STA1IA PART IS. lifE 20. O.C.R II 1100540 OF 09U(20 BE 12111 050500 = 14001. P1011111. PROJECT DESCRIPTION AT&T WIMM IR0('005 10 MODIFY A 111G235 CP4ORfl0W FACILITY. ThE 9505 0505(2 CF THE I0UD05G R000IE NI . (3)0(112001*5580115 (0) FRP $05925110 REMOVE NC ARE (3) We 584115 (0) FIN' S00 REPLACE (2) 011S01 11/ (1) 11111(0201 MID (2) 00U5210 11(E) 19250 00014 INSTALL (I) 05 5830 IN (C) 192.05 00514 P50.581 VAU**1101t $ 206030.00 SITE INFORMATION PRW 09105 VOlE. DORIS WRKOS & 14010 EMILY 195011 IffIJ00IIU AT&T 05105 573505392094120 BLVD. SIN 050, 00 02121 .IPPUINNT 050295N1ATh92: CE P0511 INC. 13948 00UE IJISlO 00(09 JANUL CA 91935 2011(0 420501105 01! OF CMOSWD 20115(0 00110(02 0 (0111100) tOffEE 0400 83). Ily 09' 211050V N LCNGTI0(E (COD 4 II? 20' 1835090' W t 205-590-28-12 0091021C! 0505 9-2 050(115(005 UR0 V-B P0905055092 28903 19205050 00(10092 AT&T LEGAL 050905* A PORtION CF 10113 IN 0(5010 'C' OF THE 0505I OF A P0020W OF 0(1850*000110 ACRM 04 THE 011! OF CARLSBAD, 00(211! CF 5001 050. STATE CF INIJFCRN14 AC== 10 THE 14.0? Th05F NO.. 057, (282 IN 11€ 003101 CF ThE 000141! 050 CF SM 0090 05I4IY MAY Il, 1927 PROJECT TEAM PRO1 MANACM SERIERIM V05ONICA BONIUA 19282014 MANACEMDIT GROUP AT&T 205825 14955 AVVIIDL WTIUSIO f8 7337 WARE $19221. 20030 SAN 04050, CA 92128 5021 0050, CA 52121 P085492 (559) 248-7879 500440(858)885-1250 B4MU EDGOROl ZOInECOMMO CCII 0501L Vf8I3199AlT.00M 0(140000(05105 ZWAIQ CAW LII 12.1 MEllON 00 PR0I111 1110. CE PP.ATII INC. 13948 CPLlE 0(09000*45 13948 CUM 020100.08501 ,WlR, CA 91035 ,MMII, CA 91935 PHOOI92 (85811 088-0955 11401192 (903) 510-8591 EWIL OjlobO'RLTIIINC.COLI EMOILI WEMCII000PRATI1UIC.COM JORGE 140.01405 AT&TVIRELESS AT&T 1409111! 5739100300 04111101 9.58. 5738 PACIFIC 0(0(125 BLVD. SIN 050, CA 92121 05 0(000, CA 02121 1110(192 (958) 782-2151 EM 41193(OAWECW APPROVALS . --u-- gum NM I i ••• NO ___________________________________________ - - -- •I U # # 1'I • FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORIZE _•awrl _ Iu.. ON - . - ___ • CCNTRACFOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL DOCUMENTS All - -. -. - . - • SUBJECT ID REVIEW BY THE LOCAL BUILDING DEPARTMENT AND MAY IMPOSE CHANGES OR! MODIFICATIONS. AT&T RE OI0(N INTO AT&T C0(ISIRUCI101* __________________________________ INTO MOO AT&T P051051 MGRz __________________________________________________ WE ____________ In U 1'.. Ui uJ 0* DAM. > __________________ 0+11.0514505 I- ______________ ___ 950(0405 _______________ 0*192 ___ 03 M 20 F- SITE ACQUGION: 0*192 C, ec Ln r.J 502091105 ________________INTO ____ DRAWING INDEX SHEET NO SHEET TITLE LU 11 nilE SHEET = Cl) 12 580501,110101 13 0000IL NOTES LU_j Al SITE PUN A2 ROW PUN AND (0010(142)41 P1004 03 004120(4* P0.0(4 AND SO405ULE U SIC C.LVAIIONS AS 0(120010113 El 92021150.01. PUN no (2 9202151002. (DC) ONE-UN! 00050*14 (3 05001120110 DETAILS LUNE 10 Z411 GE .c0 -in 20 UZ Wa • NNJI _____ w il N 0-10757 Building Div i VV 03.' idN1*Il 48 HOURSSRIO ALWAYS CALL 811 C0N1RACT0R70 11011F0.LALL ERO,'RP INOWWEAT'8B!LOW l0bIGiNGO1QI I S UTiLITY 00111011! LOCATE • BEFORE YOU DIG UNDERGROIJp YtcIi1i £50 w*s s.ws .ei.irjPPROVED ALL BY: Stool. ni / www.cbyd.co ISSUED BY: 15 ri TI GENERAL CONSTRUCTION NOTES I. FOR SE PUSE OF CDICIWXNOAI XARVCS. NE FOU1NO BUlIRIUG SMALL APRP BUSEM. CONTRACTOR - BE I== IEAM IN TIRE IOSET ammowm - awmc=OWNER - RAT (w&swcm 2. ALL WOE WORK BUlL BE COMPLETED, AS ISEA1Th ON 1)51 ORORINCO NC AT&T PWOIECT SFECIFICAIV& 3, GOIRM. CONTRACTOR NC SLUCONTRICTOR BULL SE VIE SITE AND SHALL FALCAPRE HIMSELF WITH ALL COAETRAG ARECTVAO NE PROPOSED WORK NO RINU. LIME PREAISDG. GOISEATL, CONTRACTOR NC SUBCONTRACTOR BULL BE FAMOMME FOR FMRJ*SENS HIMSELF WITH ALL CONTRACT OOEMCJIS ROD COTCIG, OMOAMIOG ND CONFRIICIG THAT SE WORK MAY BE ACOOUPLSHSE AS SHOWN POOR ID PICI4G WITH DUETRUCITON. NI! DIOCOOPATASCO SHALL BE CIOUGHI 101)51 ATTENTION OF THE UIIONWI PRIOR 70 THE COMIASMOIDIT OF WORK, SET WITH SITE OWNER IF A PIE-COETWIATIWNI HACRIG C SERISH EERIE PROCERING WITH AMY CONSTRUCTION. 4 ALL IMTEWAIS FUWNEASE NC BGTAILSE SW.U. BE LII RISEI ACCORDANCE WITH ALL APPLICABLE CODE. XEIATIOIC, NC OBCBIN(DE. BUIOEI. CONTRACTOR SHALL WE ALL APPROPRIATE ICIER AND COMPLY WITH ALL lASS. ORDINANCES. RULES, DELIATIOIG AND LAWFUL CEDE OF ANY PUBUC AUTHORITY IBUABUNG THE PBUOENICC 07 WOOL. - 5. ALL WORK CARRIED CUT BULL COMPLY WITH ALL APPLICABLE IASDEAL AND UTIU1Y COMPANY SFECIFICAMM NC IDEA. ADEOCICHAL SES CROMANCES, MD APOALASIE IDERATEM. 6. UGESU NOTE OTHORWIE. THE SEX BULL INCLUDE FTATWNRKG IM1ETM.S. DEPUUIT ANYURTDtN) AND LABOR I*Rr TO COMPLETE ALL INSTALLATIONS AS RIDWA1E ON NE DRAWINGS. 7. PUAG ME NOV 10 BE SCALED. uSE PING ARE INTENDED 10 BE A DUANAIGNOWI OUTLINE ONLY UWITE OflSEWCE HATE. DIMENSIONS SHOWN PIE 10 FINISH RIJOFADE WEEDS OTHERWISE NOTE. ORACINO BETWEEN EDUPUDIT C THE MINIMUM IEEJRE QEARANE. T)SEO&T. IT C ONTICAT. 10 P615 DEFY OMOCIONS. RICULD WE BE ANY CUSHIER IDEROWIG SE CONTRACT 000JHDITS, THE IOI6CE4TRACTSH SHALL BE RIESPONSIBLE DE ORIANENG A CIASIPICA1TOR FROM SE DIGIDE PRIOR 10 PROCEEDING WITH SE WOE. DEAlS ME lODGE ID SHOWN BEE) INTUIT. IIOCCICAIEG MAY BE SEIRWID 10 5111 JOB DITASDOIG OR 00110116116 MD SUCII MONFIONITOIG SHALL BE 161MW AS PART OF WORK AND PRORATE BY THE DANGER PRIOR ID PROSEIC WITH WOE. S, SE SUBCONTRACTOR SNAIL INSTALL. ALL EWIXET NO HAIOMALS PA ACCORDANCE WITH MWNJFACITS ROVAMMM UNLESS ORDEICMLY SlATE COERCE. F NE OPEPRO ECUWNOIT OMICI BE IIG1AUE AS RIDEN ON 1HCE DRAWINGS THE SUBCONTRACTOR SHALL PROPOBE M PLIEEITAE ICTALIATION WASH FOR AFFRONT. BY SE DEVESH POOR ID FRMMNL OGDEN. CONTRACTOR SNAIL BE BEPOIDEE FOR SE SMUT OF WORK ARIEA, ADJACENT AREAS AND 01115910 OCCILPAIITS THAT ARE UGLY 10 BE AETWISH Of NE SE WIDE 11115 CONTRACT. WORK SHALL CONFIRM ID ALL 051411 DENCWITS NC AS PER CAURDEII 01115910 CODE DIAPIOR 33 AS STATE IN THE DIRE DIMPlE. Ti. GONER. CONTRACTOR SHALL COORDINATE WORK MD SDAEDIRE WOOL AC1TLITIW WITH OTHER DISCIPUNE. 12. SECTION SNAIL BE DOlE PA A WORW)MIXE MElEE BY COIITEDIT BESEITE WORIOIIMI IN ACCORDANCE URN APPLICABLE CEE NC THE SET MED'IE PRACI. ALL NOISE SNAIL BE LAID ASIC NC WOE PS IIDIDATE ON THE BEARUSE. 13 BElL PDIEIRAITOIG iNSOlE) FIRE RATE AREAS WITH UT. LOVED IMUlMIS APPROVED BY LOCAL JIINCEGIION. SUBONITRASIOR SHALT. EE ABEA DENT. HATCE FREF. AND DEOBE OF ALL. SES. 14 WORK ATEVIOIRO.Y COMPLETE C RIERESEAMED B! LIGHT SHADE LEE AND NOTE. 1)10 SCOPE OF WORK FOR NC XEECT C RURESOM BY DARK SHADE lINED NC NOTE. WBCEIIRACTCR SHALL NOTIFY SE GENERAL CONTRACTOR OF ANY CElTIC CONDITIONS THAT DONATE FROM SE DRUMPAN POOR 10 BWOUISC 10. SUBCONTRACTOR SHALL RINDE BUTTON NOTICE 10 THE CEIOTRUCTISH IlANAIDI 41 HOlE PRIOR 10 COMNOIXEIT OF AGE. IS. INC SUBCONTRACTOR BUlL PROTECT CASED IMPROlUNSITS, PASOIDIIS. OAtM LMIDSCAPIWO NC STRIEIITE. NW EAHOCE PART 511W. BE DEARE AT OJBCONTRACIOR'S EEGE 10 SE S1i1TOFACflON OF NE CITE. 17. ThE SITENTRACIOR BUlL CONTACT UTILITY LOCATING SEVER PEE ID SE START OF CONSTRUCTION. IS. WIDE). CONTRACTOR SNAIL CDEEIKTE AND WINIPAI ACCESS FOR ALL IRATE NC SUBCONTRACTORS TO NE SITE AND/OR 511151)0. 19. THE ODIB)PJ. CONTRACTOR SNAIL BE XENOEE FOR DERINY OF NE SITE FOR THE DURATION OF CEGIRIENON WOE. LOB COMPLETION. 30. THE ODGEAI. CONIRECIOR SHALL MAINTAIN B) WOO BEWiTCH ONE COMPLETE GET OF PING WITH ALL EEONS ADOCICA, AND CHANCE CEDE ON 1110 PREMISES AT ALL ITME. 21. SE 00)01)1. OONTRACIC11 NC RIIICOINTIIACIOR SHALL PROVIDE PORTAGE PIE O(TV(CIAGRKS WITH A RATING OF PCI ITE THAN 2-A CT 2-MI0-BE AND SHALL BE 01116) 25 PET OF WANG. P60)11CC 10 ALL P0611016 OF WORE THE WORK C XE COUPILITID 0119010 COIGITOICTION. 33. ALL CETOIG ACTIVE EWE, WATER. GAS, DEC1910, NC 051CR UTIIITRK SHALL BE PROISOTTID AT ALL lINE, AND WISE SEED FOR NE SEE EEIIION OF 1)51 WOE. SHALL BE RV.00ATE AS OWOCTE BY NE ClEVER. EXTRDIE CAUTION SHOULD BE SE BY NE SUBCONTRACTOR WHEN BUAVAIPIG ON 0101111)0 XE PASUAD ON EM UNITE. RIILIBEITRICTON IOWA. PEIIDE SMElT 10111)010 FOR NE WORICIG CREW, 1)61 SNAIL P61.1CC OUT NOT BE LIMITER 10*) FALL PROTECTION, WIlTED SPACE. C) ElECTRICAl. SMElT. NC 0) TRUIODIG & DLCAVATION. 23. ALL CACIlIG INACOLE EWER, WAlE, GAS. ElECTRIC, NC 01)101 UTUIER. WHICH UOBUERE WITH THE ERUTION OF NE WORK. SHALL BE DEIPE. CAPPVD. PUAL000 OR ONIERWIE OISCOIGIECTE AT P01)115 WHEN WILL NOT PITBUSE WITH 1)51 CBEITTON OF SE SEN. AS SETSO BY THE REEIDE.E E DICIER. AND RIGGEr TO 1W IAI. OF THE CUTE MD/OR LOCAL WRITES. 29. SE MEAS OF SE CEDE PROPERlY DIOTTEE BY THE WORK NC NOT Comm Of THE lOWEll. EDIRIPOSIT ON DRSEAV SHALL BE ORATE 10 A WI RI. AND STABOJZID ID PREVENT 0515101). 25. SUBCONTRACTOR BULL MuTE DWTTTENE 10 TIE CElTIC SITE DURING CONSTRUCTION. 010510)1 CONTROl. IFASIlTE. F SEED CUBIC XPCIIWCTRIN, SHALL BE IN CONFORILANCE WITH SE FEDERAL AND LOCAL ILEETOf101I FOR WEAN NC SEIJIT CEITIE ND FILL ON OWONIINOIT MAIVBIL SHALL BE PlACE ON FROCIEN GROUNDING. FREE MLTBTWS. SHOW OR CC SHALL NOT BE RAM IN NI! PU. OR DIILMIKMOIT. V. THE RIAOC SHALL BE INWUGHI TO A 51)00TH L#IFOlWI CEDE AND COMPACTED ID 95 PERCENT MODIFIED RECTOR 001611! WISE WINGANT AND STRUCTURE MD 60 PERODIT MODIFIED PROCTOR ODISNY VI OWE SPACE. ALL IRUWSE VI P16110 SEAT OF WAY SNAIL BE BACICILIED WITH FLOWAGE AWL OR 011(0 MATERIAL. PRE-APPROVED IF! THE LOCAL AJRISDICTIOIL 25. ALL ISESIR! RISE. 50.1615, DIE= STElIR STONE, NC CRIER ERIE BULL BE REMOVED XE THE SITE AND DISIAOSIM OF IN A LMRL MAIWE. 33. ALL CEDUE, OPERATING NC MAINTENANCE IMMElLS. WAITE, SHOP DRAWINGS. NC 01)101 OOCUMIN1S BULL BE 11101(0 OVER 10 SE EEAL CONTRACTOR AT COMPLETION CT CONSTRUCTION NC PRIOR 10 RAISER SUBCONTRACTOR SHALL RICHIT A COMPLETE BET OF AS-WILT RELINE 10 lIE ODSEAL CONTRACTOR UPON COMPLETION OF PROBE NC PEE 10 FINAL PAILIDITT, SUBCONTRACTOR SHALL LEASE POMM IN A DIPS) CONDITED). SE PRONEE FACILITY WILL BE IVIMAIWSE NC DDE NOT TEICIE POTABLE WATER OR EWE SERGE. MO C PCI FOR IAJMNl WBLTAT 0)0 HUBCAP lOSE REUSE). OCCIWONCY C LICE 10 DEOSE MADITDINCC NC II6PWlIOtI. APPROMJIMTD.Y 2 1TNE PER MONTH. BY AT&T TEDOSEAIC. IC OUTDOOR STORAGE OR XE WASTE CONTAMW ME FROMM ALL IINTOOAI. SNAIL BE FUBEE NC WORK IOWA. GE DEFORMED IN ACXENCC WITH NE LATEST REVISION AT&T MIAN.IlY CEIIGGIG STANDARD E10*IIIICAL WEFICA1ION FOR CONSIRUCITOTI OF CSM/GPIG WIRUTE IOTED NC ILUQWL SPECIFICATION FOR FIOWIIY CROIJICI1MY. IN CARE OF A CONFLIOT 00111W) NE CONSTRUCTION TEIFTCATTON ND NE DRAWINGS. 1)51 DRARRICS SHALL ODISEN. IOIBCCNTRAC1DE SNAIL BE ERCIISLRLE FOR CBIAVCIG ALL SETS NIP BBUWNO1G SETCE FOR COIGTRUCI1ON. IF SUBCONTRACTOR CANNOT OBTAIN A PERIlS. lIlLY MUST NOTIFY NE WIIDRVL CONTRACTOR SUBCONTRACTOR SHALl. XEE ALL TRASH NC DEE FROM SE SITE ON A DAILY BAGS, BIFURIIAITON SHOWN ON THESE DRAWOISH WAS ORTABID XE WE 1115115 NC/OR DRAWINGS PRONIND BY THE SITE OWNER. CEJIRETOIWI SNAIL ICIlY NE DEER OF ANY DISCREPANCIES POOR 10 EWC MMEML OR P1TOSEIG WITH CONSTRUCTION, 30. ND WHITE STROBE LIGHTS ARE FERMITIW. 1101111)0 F IEQUIRLD, WILl. NET FM SWEDE NC ALL RBER$CWDR CABLE INSTALLATIONS TO P015W WMFACREWS BGIRUCIWNC MC RECOMIEGAITCIG. NO 1101SFE, 5110151. DINT. WE, OR 11611*11016 WILL BEllS FEE THIS FACILITY. ND IMIXCENG C REPOSED AT NC SITE. SITE WORK & DRAINAGE PARTI -DECBIL DEBUIS. CEDER. STEER. EDEN CONTROL. 5151105, INCUT. IOJDEADE PREPARATION NC FEE CR10010 AS SEED 10 COMPLETE NE PROPOSE 60CC EEl 01 lIRE PlANS. 1.1 BUDESE P. XI (STATE DEPARTILDII OF 1RNANORTATION STNCARD SPECIFICATIONS FOR NORWAY P551 (NIORCAAI SOCIETY IWO TEflIMI NC MAIUIAL* XE (OCCLJRAITON SAFElY NC HEALTH ACMVODETU 12 VEETERI NC IERTUE P610 IETUC OF EARTHWORK CITON NO CONCRETE CYUISE SHALL BE PERFORMED BY IOGCONTRACIOE IIDDII TESTING lAS ThIS SEC 10 BE COCEMATE BY THE SIMWITTDWTOR. ALL SE SHALL BE SEEMED NC SEABED BY THE WIDE). CONIRICIOR WHO 9/ALL OlE! OUT NE CEREAL INSPECTION OF NE 60CC WITH SPECIFIC CONCERN ID PROPER PCRIOOMEE OF THE WEEPS WEllED NC/ON CALLED FOR ON 1151 DRAWINGS. IT C lIE EEONTRICIOR'S WEiCHIITY 10 REDUET USE IHOSC)W15 PRIOR 10 PITOCEINC WIlT) RCR(0 SE SALT 60115 MAlE PARIS OF EEC VIPCSEIE OR 0111DM ID PEEL. 1.3 SITE WJNTUINIDE AND PROTECTION: AL PRONE ALL IEWARr JOB SITE IWINIUWOGE FROM CIMINOWEIT OF 60CC 111111. CEIPIETTEI OF THE SUBBEORACL B. *110)0 TMMABE 1011€ SITE AND ID ONSTING FEEDJITE. STRUCIUBE. TREES. NC 5)61.60 Comm 10 WESt TATE AWIETTIE MIARIRGE TO REVOlT 0151110 FACILITIES NAT ME PCI SEWER FOR ROLOVAL FROM 00110 DAMAGED BY 1)51 WOE. ER SITE XE OF ALL P0110510 WATER. 0. PROVIDE EROSION 00111901. MEASIED IN ACOWWNIBE WITH STATE OUT PLC EPA IffEJEWDITS. 0. PROVIDE AND MAINTAIN ALL 14RY FITNSHIO, BAROCACNS, WALSICIC SEWS NC DEAR 00MW MMESSAfiI` TO PROTECT 1101161 INEPT FROM PBEB)TV 01161011€ DIRE PERIOD OF OONSlRtCTIOtl. ROIOLE ALL SUCH DEW WE DEPLETE) 07 1)10 WOE. F. 011515)0 UIUTTER 00 PCI VIIWOTAJPT CElTIC (OUTER SERWIG FACILITIES CODED BY THE 061(9 ON BEER 0GEV WHEN SETIED IN 61116)0 BY 1)51 DEER NC NON 016.YIFTER ACDETABLE TUISERY UTILITY SEE MAW SE 0. PROVIDE A MINIMUM 46-HOUR NONE 10 THE OCHER AND RECEIVE WIBITUI NONE 10 PROSE WOE IlIERIPTING NW 11111W 00911100. PART 2-SEATIS 2.1 SUITABLE IMOIFILL: P.5TH DEl (CITE I. POOR NA) FREE FROM P161W) LAMPS. BElIE. STONE OR ROCKS tERROR IIWI 3 POlE IN ANY CUIENRION CR OTHER MATOEL 1HAT MAY WAITE lIE INDROANIC MATERIAL UNSUITABLE FOR BACIGIL. 2.2 NO)I-XEIBL CRIIITIM ELSISIGIDII NW BADGILL: ASIM SET (CUSS I. VIA OR FIB) SE ICSEIE XE FROM PROWl UiER REFUSE ON RODE LARGER NEll 3 1101(0 IN All! DIMENSION ON OTHER MATERIAL THAT MAY MALE THE 1616111611 011111CR. IIIDLlTP&L FOR BEETOIl. 2.3 DEOIS CRNIIAAR 01811106041 NC BADIFIL: PSI)) 02331 (CITE II IRON B) SE A1100ELIE PROS FROM FROZE) 1111615, BELIE, SIDE ON RaCE USE THAN 3 PINE IN AMY DEER) ON 011(0 MATERIAL NAT MAY MALE TIlE INODENC MATERIAL. UNSUITABLE FOR CEIPIL. 2.4 SElECT STRUCTURAL FILL: DRNEUR FL. MKIERPL MEDIC THE REQUIREMENTS OF P5TH 1550-92. FOR 1150 AROUND AND DICER SETTER WISE STRUCTURAL FILL MATERIAL PIE RMUIREEL 2.5 GRANULAR EEC NC 1160(0 BACIIPIL IflL-EW 9110 METING THE COMM ROERBIOI)S OF *51)) 02487 (SE ON 5645)4 211 SE ABSETE FOR WES BED RISE WISE SHALL WOW) 10 *5TH 013940. 2.7 WETTABlE MATCIIIAL: 1151) AND MODERATELY PLASTIC SUS AND DAIS (IL)451 MATER. CONTA)I)G 16011SF. FROZE) LUMPS, SECEDER OlIWIICUS MATERIAL, SEATTlE MAIlER. WOOD, STONE II OWE OF 3 140(01)1 NW DM01601N, NIP SE AS EERIE BY NE COIISIRLETTOII MAKACE. TIPICM. TIRE WILL BE SOBS CLASSED BY .1511) AS PT. MAT. 0)1.011. IV, NC Cl. is 000TECTILE FABLE BEAR 50011 ON APPROVED LOWS.. 2.9 PIASNC MARIIVLO TAPE SHALL BE NC NC P11(11.1 SEINIT PODETNYLETIE FILM SPECIFICALLY MAMJF.ACIUTE FOR MACOIC NC 100*1161 111000090111)0 UTILITIES, S INDIES WIDE WITH A 101611101 TIODGER OF 0.004 84014. TAPE SHILL KALE I01Gl1N STRENGTH OF 1500 P51 IN BOTH DIRECTORS AND MANUFACTURED WITH lITERAL OOICUCIOIC. FOR. 11501)0 ON OTHER EMS 10 BlADE 00100110)1 BY A METAL. DETECTOR WHO IOIED IN 103 FEET ODE. THE WUALLIO CORE OF TIE TAPE BULL BE BNCASUD lIlA PROTECTIVE LADE ON PROVED WITH OTHER MEANS 10 PROTET IT FROM CORROSION. TAPE CONE SNAIL BE SE FOR DElCO UflhIT(0 AND GRANGE FOR 1IODEIGISBEA1ION U1UTTE. PART 3 - WETTOII 3.1 COBEAU BURE STARTING 00(011. SITE PTEARAITON ASTMIIE. INSTALL WEE) NC SEIIODIT CONTDE. MEASURES. THE SE AREA BULL BE OOAGIRUCIED NC IMIlTAISE IN SUCH 00110111011 ThAT 01THE EVENT OF RAIN 1)40 SITE WILL BE CR1100 AT ANY TIME. WERE ALL 5110415, IAISUL. STSICIO, NC 11911010, ETA&GH NC IL*IITMN ALL LRE, CRIER DEVANOIC NC WIOSE TEED FOR DIEJNOII OF SE WOE. CLEAR NW GRIPS THE AREA 0111111 lIE LORIS OF TIE SITE. REMOVE TREM BSEIA STUMPS. RIBBON AND BEE DElIS NC IRETATEVI BEIPIG OR OR PETRICIIC TICOIDI THE RIJOFACE OF THE RITE AREA 10 BE CLEAREL I. SEE ThE FCILCIIIG MATERIALS 70 DEPTH OF NO LCE THAN 12 DIM 00106 NE 09039111. CEllO SIJOFACCI ROOTS. STUMPS. NC OTHER DEBM BEEN, NC BElIE DERDE IN ON PROIRICVIG 11451110)1 SE ERIC 513811CC. RILE. OCX ON PLOW SE AREA TO DEPTH OF NO tEDS THAN 6 INCHEX NO SEE TO ETIH OF 12 8101(0 ALL ROOTS NC ORION EWE THERIN WEE. 1611MM TWEB. MATERIAL COMPLETELY FROM THE STNTNE INTl. SE SOS. NO kElLER MEETS THE ODINITION OF ICEOR. *10)0 MISUC 1CPSDI. 6011 RIJOSOL OR 0111011 IIIDDEABLE MAISDIALS. CADET WORE CCCPWAI1OII 10 GREATER DEPTH C PIDICAIWA 111. DORBESIOIIS BEUL1ING FROM 011.111110, CRLWI00IO AND lOCUTION WORK COMPLETELY WITH SUITABLE FILL. P. SE FROM THE SITE AND OIWOSE VI M AII1IIOPIZED LANDFILL ALL ODES WELTING FROM 01111110 NC GRIBBIIG OPERATIONS. SIWONO WILL NOT BE PORIIITTED. PRIOR 10 CLCAYATDIOO, THOIWAWILY SEINE THE AREA TO BE EMANATED NC/ON 100611W 10 bERT NE 1110*11016 OF FEAIUSE INDICATED ON NE DRAWINGS NC 10 ASCERTAIN THE 015101100 MID LOCATION OF AN! SIRUCfl5W, UNEDEDEIC STRUCTURE ON OTHER ND) NOT SHOWN lILT WET 811011100 WITH 1)51 REPER CEGIRUCIWIN. NOTIFY THE COIGIRIJCTTON MAlAISE OF N)! OISIRUCITOAG 1110 WILL REbEl IDEIIPLORMONT OF THE WORK AS lOCATE ON SE DM61100. WORATE NC STOOL PILE ALL DICAVATED MATERIALS 9.111)811 FOR BICIIFIU. ALL CASE ERYA1ED NC UIOITABLE MATERIALS SNAIL BE DEER OF OAF-SITE IN A LEGAl. INNER. 3.2 BEICILL: P. AS SOON AS PRACTICAL AFTER COIIPLETVC WCNBJCTTCN OF THE ROATE STRLJCTEOTE. IDLER CAPINAIION OF THE SEER MINIMUM CURING P15100 FOR CAST-Il-PIPE CaNOE!!, SPElL NE ERYATION WIT) APPROVE MA1ORAL TO SEINE THE WERE P81611W CEDE. PRIOR 10 P1101110 BABUIIL MOIIID STRIATIUSE, ALL FORMS SHALL BE REMOVE NC SE OLCAVAITOAI 0.EAIE OF ALL TRASH, SE, AND UNDOTABLE MAIOOAI.S BAGIIFIL BY PLACID NC CRWPACIVC BEOIPINE BAOCFILL MAWEL OR BELIET GRANULAR BNDOUL VA1ERAL. WISE SEED VI 11110161 HORIZONTAL. LAIERS OF NO GREATER 1)11118-10(0 LOOSE Th100ISE NIP COMPACTED. WIIDE IWID OPERATE WOACICE ME IER lIE FILL MATERIAL WALL BE RACED IN LIFTS 110110 DIODE 4 VOlES UI LOOSE DEPTH AND COMPACTED. WNDIE'AE 1)40 BEllY 1ERIDIG INDICATES THAT SE CONTRACTOR HAS NOT 00011(0 THE WERE DDCITY. 1)51 SLIOCSEBIG LATER SHALL NOT BE PlATE UNTIL THE SPLEIIGATEVI 110INCIDITS ME MIT (RODE OTHERWISE AIJ1HORIZOD B! SE OEDTECIOOCAI. 0400001.11€ CONTRACTOR SHALL TATE 6)141DB) APPROPRIATE 1011011 IS NECREAR!. SUCH AS BORIC NC DRYING, AXING WAlERR, OR IIREABEC 11€ BEIPACITIE EFFORT 10 WET NE MRIPIUM COMPACTION REUSES. B. ISEIJOItY DEPICT EACH 1*11011 OF BAOIFTLL 10* TOTIMIBI CF 05 P090011 OF 11€ MAWIIII ON! DENSITY AS POOlED BY NE MODIFIED PROCTOR TEST. ASNI P BITS. 3.3 100101 DICAVA1EVL UTILITY TRENCIIE StAlL BE CIFAYAID 10 THE LINE NC CR1001 SHOWN CII THE OlSElSE ON AS 1)0001W B! THE EIIERAI. WITRACIORR, PROVIDE SCHNO, 511011)10 AND 01(10110 PS DEED 10 ERDIT CAMIG OR OLCUCHIIO OF 1151 100401) WALlS. 0111010 THE 1DEC11 WIDTH A ICIlIUM 076 PINE EEC THE OATODE CASE OF VIE VERMIN ER! WElT AS PROVIDED BY NE MODIFIED RECtOR VISIT. P5111 0 1557. 61101 SET 161.0140. OR 01110161SF UNSTABLE SOIL 00110100)6 ME ENCOUNTERM, BADI1IU. AT SE WEIRD TRDIQI 10 A DEPTH OF IC LESS THAN 12 INDIES 6055 1111 BELIED OLVAJION NC 11015111.60)1 GRANULAR 0000140 MA1ERTAI. 1410010411551W P. PEASE CRNIIM SEC MATERIAL IN ECCERIIE WITH THE DM60405 AND NE UTILITY BEOIISEIIS V. NOTIFY NE COMM CUIIIRICIOR 24 NODE IN ADVANCE OF BADIRUJIC. C. CEWAIT OIlIlY 0001 TONS WOE BADBILIIG. BICIDUL NC COERT 100104 SE ACSETNIX DEER 0. PLACE ORNIIJLAR 100)01) SPELL UNIFORMLY ON 001)4 ER OF THE COIIOUITS 140.11(0 LRIBEIPACIED UFIS (RITE. 12 VOlES OVER TIlE 000511115. SOLJOLY RAN AND TAMP BPCAPILL 11410 SE 11611)0 BEGINS C PROTECT CONDUIT FROM LATERAL MIF,UIDIT. IMPACT DM1107. OR UNBALANCED LOIXIG. F. 11010 THE 00)101111 EMBEDMENT ZONE, RACE AND COMPACT SAT6!ICIOR! BAOIFIL MAINRIAL IN 8-004 MPIl1)lIL LODE I11010IDE 1111$ 10 ERODE 11€ BEER RAISER 5110111.10 GRADE. 0. COMPACT ANAL. 1001014 SELL 10 A BMW LILIJAL TO CR REAIER IIWI THAT OF RE WINO UIC1STUNDD MATERIAL IlIMIGATOLY *0110011101151100611 OUT IC IDE THAN A MIIIILI) 0705 SEIT OF SE MNIIMUM OIlY 10161W AS PROVIDED 5! 1110 MODIFIED PROCTOR lET. PSI)) 0 THE. 35 POGRECATE ADM ROAD F. DEAR, 00110. STRIP NC ECAYA1E FOR SE lOSES ROAD 10 TIE LINES NIP CEDE lOCATE ON 1)51 DRAWINGS. SCARIFY TO A DEPTH OF B INDIES MID PROOF-ROLL ALL HOLED. CATS. SOFT PIER NC 0111011 WOOlS SHALl. BE ERECTED, TIE ENTIRE SIJBORADE SHALL BE COMPACTED 10 NOT LESS THAN 95 RECENT OF ThE 11)21101 OR! WElT AS PROVER BY NE MOXIE PROCTOR TEST. ASIM 0 1557. 1110111 FIXEATION or TIE CEGRAGE C 00111110 1)10 IZETUCIlE FADE 0)11.111 20011) SHALL BE INSTALLED 10 lIE LOINS lOCATED ON 1151 DRAWER BY ROI.LVC THE FADE OUT LOIGIIEDWLY ALmIG SE ROADWAY. NE FABRIC BULL NOT BE DRAGGED 109050 SE SJBORAOE, PLACE NE BlUE 9011.01 A SINGLE EWITON. ROILING CUT AS SNOOTItY PS POSSWIE. I. OVERLAPS PA&IUE. TO THE RaAXAY WILL BE WETTED AT NE WIISEJNE AND AT LOCAITEIS BEVOIID NE BEOWAY SURFACE 610111 C.E. 0111111 THE SHOULDER 101)0 CItY. NO ICNSIIUOV(11. 011Ol.APS SHALL BE LOCATED, BETWEEN W OOIIERJNE NC SE SHOULDER. PARALLEL OVOBAPS SMALL BE A MINIMUM OF 3 PET WE. TRNCVGI& EIBDICICIJLAR TO THE 00101111) OVERLAPS AT NE 1311 OF A ROLL 54)11. OVERLAP IN NE ORECITON OF SE AOOBEATE RACEIWIT 0REVIOIJS ROLL ON TOP) AND SMALL HAlE A 101101161 LDIOIH OF 3 FEE ALL OVERLAPS SHALL BE PUSHED IN STAPLED ON NIBS A 11)01114 OF 10 INCHES 1011010 BORE PORIITE&I0 0126110 RAODLDIT OF lOWElL P01 LEIRI1UDINAL BEANS 11251001 CORER NC IRNG11WE SEMIS EVE! 5 FEET. 0. 1)51 ASETE BASE MD SURFACE COIlED IOWA. BE CONSTRUCTED, VI IATERO NOT lICE 111111 4101 (COMPACTED) 1160111DM AGGREATE ID BE PLER 014 CEDIECTIIE 11550 SHILL BE DD-outm ON NE FABRIC FROM NE XE DID OF NE FABRIC ON ONE PREIIOIZLY PIER ACEEIIL 1)10 RET LIFT SHALL SF 011012 DOWN 10* l)ODCDE OF P ROlES POE ID WLPACITON. Al" NO TIME SHALL EQUIPMENT. 011(0 TRNGPORIIIG THE ABOERAIE OR GRADE 11€ POWElL BE REMITTED ON NE ROADOC WITH IDE THAN 4 INDIES OF MAIDWAL, BELOEIO SE 0)1060. E, TIE AGGREGATE SNAIL BE WIIICALATD.Y COMPACtED 10 NOT IDE 111111 05 DECOIT OF THE ILDEUM OR! WOW AS PROLIDED LIT NE MODiFIED RECTOR lET. ASSI P 1557 WITH A TAMPING ROLlED. OR WITH A REMATIC-lAGO ROUAN. OR WITH A VIBRATOR! MACHINE ON NW COMBIIW1ON OF SE ABOVE. 1110 TOP LATER BULL BE GAD) A FRIlL. ROILING WITH A l)RE-WIIEJ. OR lAIER WALER. 3.5 FINISH CR10110: P. SEOC) ALL GRADINO 10 PROVIDE POSITIVE ERMUOE AWAY P90)) STIWCITTE AND SNOOTH, 11101 IFJIIFICE DRAINAGE OF THE ENTIRE lEA linEN 1151 LIMITS OF CONSTRUCTION. CP.AOIIC IOWA. BE COSONTIOLE WITH ALL SJED.IICRAS 1OERRAPIIY AND STRUCTURE, UTILIZE SATSPPCTOR? FILL ILATER04I. ERL1110 FEE NE XEVAIEVI WORK VI NE CONSIIWXIION OF FILLS, DEMIMENTS AND FOR BEPINCID)T 07 SEW UNSUITABLE MAIOOMS. ADElE FINISHED GRADE BY P110010 A MIMMIJM 074 OlDIES OF i/ST - 3/4 051519) SEE CII TOP CE. STICLIEW FABRIC. 0. BEAR ALL ACCESS ROADS NC SUWEIIENO AREAS USED P110810 THE GRIME OF 1)16 SE ID TWIN WEE. SEER 3.7 AEPIALT PEAT IEVD A. OIIPIER 610 - CAWODGA DBPPRTTIIIIT OF TRAIEOTIIAIICN P1011111 PAVOIENT B. SEN DDE NC STNBLAASS FOR ROADWAY ROIABUTAIION PROJECTS (110170-CR) ELECTRICAL NOTES PART 1-DEER 1.1 COWAN. CLIMMM P. BEIIR)CIOR SMALL BEGOT 11€ CElTIC SITE 0011011U6 POOR 10 SUBMITTING 60. NW CIASITEG AlONG 016010 THE ID PERU IN SENDS TONE SUBEONTRACINE FUNCTIONS. THE SCOPE OF AGEK, OR NI! 011(11 6010 110M VP THIS EDICT SHALL BE 011013911 UP 0110110 THE 110 DEW WITH NE PROBE MINCER FOR OISEION, NOT AFTER THE CONTRACT HAS BEEN SEE. THE SIJEODITRACIOR SHALL. OBTAIN PSEIlS. UWER WAITE ALL PESTS AND PAY ALL FEB BEER SE THE WISTIVACIEDI PDIPORMNCC FOR THE 8011 USE THIS SEnOR. DRARVIOS 5101 lIE CEREAL ACTNGEDIT OF ALL $151106 AND COMPONENTS CORED 191109 NB 5)011014W, NE SIJIWITRICTOR SHALL YE!! ALL OVOESAG. DEAlING SMALL NOT BE SCALED ID EWE ERODE 1.2 lAWS. ERIIATIOIC. CRDOIAIIER STAIIIIES NC COOM 1. ALL WORK SHALL BE 11511115)11 ACCORDANCE WITH INS LATEST ElTON OF TIE NATIONAL 010191CML, WOE. NC ALL APPLICABLE LOCAL LASS, SEATERS. ORMWi= STATUTES AND COOED. 001103.1111005 SHILL BE NE 140015 BED FOR INC 10100 SE OF 0010111 IN COIIPIIUICE WITH THE I.AIET DM11016 OF NED. 1.3 RIPERDIDE P. 1110 PIROJEATTOIG 1101W 000W ARE PART OF TIE WEF1CA1IOH. EACH P.CIANTION SHALL BE THE IPIET REVISION AND ADEIBUIL IN EEl ON 1151 BATE. TIE WEFTC'ITIOII C SEED FOR CONSTRUCTION UIE.DE OIISEWBE 101W. OLDET AS WEllED Of 1151 DEJROIDII SPECIFIED PEEl OR THE DETAILS OF lIE 001.011(0. 60011 VICUER LII 1115 WEOPTOVTIOII 511111. BEIPOGI 10 SE APPLICABLE PROVISION 07 lIRE PIROJEATTOIC. I. NRE (RDECAN 111701W. BTMWE 600501) 2. WA (AMOOCAN S000W SE 100180 NC 1114109111.1) lICE (INSULATE CAINE DERIDE AEOOATTOIO XE (IWANAl. DECIlICAL MA1IJFACNSES ASSOCRTIGII) tIM (IWIONlL VIlE P161110110)1 ASSOONIUIO S. 001(11 (CCCLNATTOIIAL SlEETY AND 1511211 *OIDETRAIEVO 7.11. (UNDEWIOTER LA.DE&TOED. IC.) & AlIT 000(110140 NC BONDING SINOIDE 7P-75610 1.4 SOSE aPSE & WORK 1201 lIE ERiCH SHALL WEST OF FWI0061C ALL LABOR, NA1OCAI, NC ASSOCIATED SEER SEEP 10 COMPLETE REUSE BECIRIAlITON NIP BE OPERAtIONAL. B ALL OECIIBCAL CCJIPIIDIT USE THIS CONTRACT SNAIL BE PROPERLY lONE. ADRISTE. 11)011391W BY THE SUBBEITRACIOR C. TIlE RIIBCONIRACIOR SALU. BE BEDEESLE FOR ALL DEAYAIINII. DRAWlING. 1RDIDSE, 81015112101. NIP SElL OF BIER W. C. TIE IOIBOWITRACIOR SHILL FlOE) 10 lIE OVER WITH CERTITETE OF A FINAL DEWIER) MD APPROVAL XE THE VEEIIOM P10)601000 11*110 AIJEDETEDI. 0. THE SUBCONTRACTOR IOWA. WERE A COMPLETE SET OF AS-BIBS 01111605, 00011401ff ALL WRING ELAPSE SETIO)6. NC DANISH 6161 COPPIEIIIEJ THIS 0011111011140 AS-BUILT OPAWINGS SHALL BE S.IMII1E AT COMPLETION OF NE PROBE. PART 2- PRODUCTS 2.1 GDIERAU P. ALL MATOCAIS NC EDIWEIT SHALL 1011.11510). NOV. AND FREE FROM DETECTS. ALL 11010 OF W.TOOALS AND 10)JPNOIT SNAIL BE ACCEPTABLE TO DIE 1111)051W 11(1010 55)60011011 AS SUITABLE SE THE USE IODIDE. ALL EWPMDIT SNAIL BEAR THE LICB)WRITERO LAGGRATOJIES IPSO. OF APPROVAL NC SNAIL COMIORI) 10 SESEIT OF THE MATERIAL CLO2ITBE*L CODL 0. ALL EWSEIT DEluDE 5)4W. WE NI INTERAIllIC CURRENT 0111615 IOWIL 10 OR GRTA1D) 111111 1)10 54001 CIRCUIT 01.6001110 51601 ThEY ARE STIRIECTIM, 19.000 110 IWIIMUM. DEW cARlISLE SHORT 0100111 CICEIT BCE NOT 0(0039 NE RATING OF 010115011. LQUFIW)T. 2.2 MAIE.I1S NC WINES P.00)40)111 WE 151)1. 01510111 (RILE) 5)11.11 BE HOTEW CALYINIZED lODE NIP 0111600 010.111110 005 AND NREAGS NC DIN)E.ED OR (WAlER 111511001 ADlOTION TO G.VLVAIVZIIO. 110160108ff REEBLE 151111.1.001011 SMALL 10131151W. DEBUT DAMPS STRAPS NC SISETS SHALL BE SEE OR IIAIWBLE IRaN. ALL P1111405 StALL BE COOIPRESlON AND CONCRETE 110141110!. GERVIRIC B10ICCS 60)4 BIIPJLAIED TNSDA15 SHALL BE V6!AUED ON ALL 0010.1ff IEW.WWERG. 4 NONMETALLIC WElT NC FITTINGS SHALL BE SDIEO(R.E 40 PLO. I6TAIL LUNG SOLVOIT-COIDIT-T!PE 100115 AS RECOMMENDED BY VIE MAIVJFACIUSE. 8. 00)111101090 NC CAME- CWIDUCICE NC CABLE WALL BE FIANE-ETABENT. NEllIE AND ISAT RESISTANT TIICIAEIASIIO. 001111 BEIOXIOR. COPPER. lIFE THIII/IWIII-2. 100 VOLT. SE AS lOCATED, 112 ABC SHALL BE THE 1841CM SE CEETOR USM •TD PIG AND 51111111 XIIOIIGTCR SWL BE XE OR 511001000 NIP 11110 NC hER 0010101090 SMALL BE STRANDED. BOIDBEIM COMPRESOW-TAPE COMM StALl. BE USED SE 1OCI1101ION OF ALL STONER ommcm 4 STRAIN-RaNT SUPPORTS DES StALL. BE II1JBDE1L I19J.DAS OR APPROVED 091111. CABLED SMALL BE IOIPPORIED IN ACCORDANCE WITH NE NEC NC CABLE NNIUFAC1)JSES SEOMIIDIMTIOIIS. ALL CONDUCTING SHALL BE TAB= 11 BOTH 0110$ OF TIE CONIXJCTOR. AT ALL P.111. SE I-SE. & 01.10(01 AND CIBIIETS NC Glt'IL BE BONnIE WIT) APPROVE PlASTIC TABS (ACTION GRAFT. BRAD!, ON APFIERD WElL). C. SEIGET 501101CR I. EROIIISET 5111016 541.11. 10151411 DIllY, OEAD-ffiCIlT. CIIlDC-lIAlC. OIIE-BREALK, DIIEAWLY OPORABIE. HNOIE 100111811 AND INItYLOOC 61111 SE IN 0.050) P65111011.011111013 INDCAlflD. UL WEED P15)115(0 01 lENA Ii 0055151, WIlE-a OR BOISE APPBEIE EQUAL. 0.0(10W. DIETRaLYIIC GROUtER SISIETE I. I6!AIL CHEMICAL, EEICOIG AS WEIRD. ThE 515101 SMALL BE DECIROLYIIC WBITDWIDE IRE DECIRODE CR1051110 OF RODS WITH A MINIMUM 2 MD CU XIIIERALLY WUTE PIGTAIL, PROTECTIVE OM AND OAOIFTLL 111.111W).. MANUFACTURER SHALL. BE LYIIOOIE LOT GROUIGVOJ OW TYPE I01-(9CS OR TIBL-(S)CS (I) LOCH AS SECURE. 2. 00011)0 ACCESS BOX SHALL BE A P0155*500 CE FOR NEPI-IWAPIC APPUCAIIOIIS, 010139110 BOLT WE FINE WAG 01114 UGAIHER HOED, 101 MOE. IC-22. ALL P600)0)0015611016 NC CIMITRDIILNO 05MW IOWA. BE PEER WITH DIGRC6! IAIICOC NALIEPIAIES 1)610*1810 ECUFMDIT CW1100139. DEMO) 010111510 RAISE! M. NC 11€ CECIWIL POSE SOURCE 3. BWIIFIL MATOMAA. SHALL BE 1700011110 NC LITELE 0111110910 CR41101. No 0-157117 ERO/RP MUM 0! CRC T2 I , . E. SISIDI ONOJPUSNO ALL CROUNDIN CONFOTIOUS OW.L BE 11)111W AND ONCUNDOG COTWXTOR STICUL, BE 2 *110 BARE. SauD. 11111W. COPPEN. ABOVE MODE GMOJNGING CONDUCIMO OWL BE NO'JIATW 11)1011 NOID. GROUNDING IRM OWL BE BARE. 111411W. ASNEMID COPPER SAID OF NECTNICUIM GROSS SECITOL SrNIWID BUS BANG MOR, OWL BE FUJINWIW NW 1)WT*UID BY THE SUMONTIUCTOP. THEY SHIlL NOT BE FAMOCAIW CR MODIFIED VI THE MOD. ALL CIWIN0110 MISES SHALL BE WOIITFIBE 111111 MINIMUM 314 LEFIENG BY WAY CF SIINDIDIC OR OICI1ON PlATE. GONNEDIONG OIAU. BE Ml-DOIINJCImIy. HYAW DUTY. LISTED AND lABElED AS GROUNDING FOR THE MATONAIS USED, USE 140-HOLE CCMPIWOON Was WITH HEAT SHINNX FOR MEDIWIICAIL, COIINGCITOIW. INTOROR COTUWSIENG USE IBD4SEE COI4ON URS WITH DORECTION WINDOW NO (TEAR HEAT 015111G. OWIHENMIC 1110200 MOCIECIOIG SHALL BE PRONIOW VI HIT P0101 AND SWATIW FOR THE OPEOFIC lIFE. SI. NW MOSINMICNG OF CONBUCOW NW 0111W 11101$ 10 BE CONNEDIW. GROUND IDOS OWL BE BEPPW-WD STSW. WITH 10GM-STRENGTH STEW. CORE NW ELOCIROLYflO-GRADE COPPER 0(11W SHEATH. 11011W 1111GW 10 CORE. 5/ST91W-CF ALL WOUNDING NOS OWL BE IDTMLW WITH UMOECIWI W 0. IDEAL AN COWMOII WOIWBIG CONBUCIOR VI ALL CONDUITS IN COMPWKDE WItH THEATRE BAEOFWIAFEIS NW NEC. THE ONJWIIDOT GR0(JNSIIIG COHOUCIOBE OWL BE 5011500 AT AL JUNCTION 502W. PIAJEONW, DREOISWST SWITOTIE. &IRTEW. NW WUIPMGTIT EAWMIS. F. 0111W W1OWE 1. THE OJXONIRACIOR O4*U. MOATE 01MW MATBEIMS, 1)10(101 NOT SPECIFICALLY DEDEMBE. WHOM ARE WOIJNW FOR A COMPLETELY OPEA1IONM. 5)51W NW PROPER UISIALLAITON CF THE WORIL 2. P50(1CC PUll. SOW NW AINCIDI BOW WIWO OIEMII CR MOLIBED BY tIED. 0. PARIS NW IWO WOITMO I. ALL PANEL OFETORE OWL BE ?n.,wutN. PORT 3-BEEOJIT1$4 11 NOICCIL A. AL MATWIAL AND EGUINDIP OWL BE INSTALLED IN STMOT ACCORDANCE WITH THE WMUFACIURWS 3. LOUIPUWII OWL BE 1104N.Y CONOMO AND p,Ju.Iw I4MNST DIRT OR WAlE. NO ?A*IIGT (TIDlICAL OR MECHANICAL. 1111111! 012040 BUTRUATION AND COI1$TIOJCTWN PERIODS. 3.2 LABOR NW 0GROBlMOP A. AL LABOR FOR THE INSTALAI1WI OF MATERIALS NW EQUIPMENT P110101W FOR THE WITBCAL 5)51101 OWL BE 51515110 BY EMPERIENCED 111201021. VI A HEAT NW WONIMNI-IlIDI 111*1)1W. L AL ELECTORAL EGUIPTIDIT OWL BE *0215100. *1151100 AND TWO BY THE OBWOIRACTOR AS 1501250010 MOCIRE 115 VITOOW P0100101*11CC. C. UPON CCMP(EIICN OF OW. THE ORCONTRACTOR OWL INDROUC10.Y CLEAN ALL EXPOSED EQUIPMENT. PEOVE ALL 1*102 NW NI! IWID. CR1111110 OR 01210115 AND LEAVE THE VGTAIA1DI FINISHED NW 1510! FOR OPOPATTOL 3.3 CXRDINAIICEA A. THE THIBCONTWCION OWL COWOIIAlE THE DGTAUATGTN OF ELECtRICAL lIMO WITH THE OTINON-R11115150 EOUIPMDIT 503.1W! 20401215 10 PHEIUIT UNNLCOWRY DELAYS IN THE IOTAL BORIC. 3.4 VGTALAID& A. CO1401211 ALL E1ECTIGCAL SWING SHUL BE I)GTMLW IN CONDUIT AS SPODFTED. NO CONDUIT OR 1)13110 OF IWO 1HAN 3/4 INCH lOWE PRONOC MOD MO 20400121550 CORDIAlS FOR All. RENJO. MO CITIDIWSE 1101W. OlE MAY BE IDTPUED FOR 0(15005 CONDUItS WHERE NOT 01211Cr 10 PHIOCAL W*IADL THE IJ15TAUATTON OF SCHEDULE 40 PVC AND ROD CO)1TRAIS OWl. BE 24 000 MINIMUM DOPIM. ALSO OEM BOWS OWL BE ROE. MONR10N JOM ARE 150120 ON AL COVIOJIT ROMO. USE GUMMNW flEWSE 51W. CONDUIT BUWO DIRECT CO1OIECTIOII 10 EGTUPMDIT WITH MIHDWIT FEAIION. OR FOR EASE OF N*I4TDINIDE. IRE UOTJID FELT, FIEIIBLE MEW. CONDUIT FOR 0(110005 APPUCAIIONS. INSTALL WLVN P11505115 SlEW. CONORI AT ALL POINTS CE 021111201011 10 WOPIIDIT MOUNTED ON SUPPORT 10 ALlOW FOR MONBEON MD CONTRIDIERI. 5, A RUN OF CONDUIT BETWEEN BOW CR EQUIPMENT OWL NOT CONTAIN MORE THAN THE EQUIMULENY OF THREE THl*RTW-SDWS. MOOJIT BOlD OWL BE MADE WITH ThE UI. USISO SENDER OR FACTORY SO own DialS MAY BE USED, 3. FIELD TOOWIOD CONDUITS 0451). BE OR SQUARE WITH A CONDUIT OTITTDW lOOt. AND SCOW 10 FROM A 01001)4 INSIDE OIW1)RE. PREABE VSEJIAIED WOUNDING 01100140 FOR AL CONDUITS. OJXOIITRACICR B RESINGIMMILE FOR PROTECTING All. CONDUITS 0125110 CONSTRUCTION. TEMPORARY OPENINGS VI THE 001111111 SYSTEM OWL BE P1)15050 OR CAPPEC 10 PFESHT 04)5111CC CF MO15IURE OR FWOGN MATTE. STIRWITRACIOB OWL GW*CE NIT CONDUITS CONTAINING FOWOAI MA1RLAI.S THAT CANNOT BE BOWlER. 0. ALL COMM OWL SE SBAOW 010*4 31 PJWNO NI APPNGPWAIE 020 MANDREl. 1HROIRI4 THE CONDUIT' RWRE It15T*UATION OF CONEAICIDID OR CAIRO, CONDUIT SMALL BE P1W OF DIRT AND 50050. 10. IDEAL PIlL $104105 IN ALL (TIM DIPIY 00501113. WOITSY PULL. $15111115 AT EACH DID. II. INSTALL t 111241 50015 NW BEIEcr,az TAPE 12' ABUAC ALL UNDERGROUND CONDUITS AND CONDUCtORS. 05151215 OWL NE INSTALLED VI SUCH A MUM *510INSURE AGAINST COTIECIWIN OF TPJPPW PIWEE OW aNGlING AS 1120512! FOR PDIEIRATERG 10 ALLOW FOR RIOWIS MID CADLE 10 BE ROUtED 1)450(104 THE 51401110. 00 NOT PENETRATE SIRIICIURU. MEllOW. OAVED NW/OR PDIEIRAITOIG IN FIRE 911100 CCI15IRUCTTDN OWL BE EFWII'ALY 55*10 WITH P1111 RIlE MA1WIAL WHOM OWL UMITPJN 115 P1111 RA1IND OF THE WAIL CR SIINICTURE. FIRE SlOPS AT FLOOR POIETRA1TOVIS OWL PRE'IOIT. PASSAGE OF BATE. 5110101 FIREE, NW FUME. AL IMIERIAL 51W). NE Ii. APPROVE) FOR 150 L OWUCOW NW 01100 ALL POWER 1111040 SMALL. BE DOOR WOW AS FOUGMO 201240/I4LT SYSTOW PHASE 0 MO P1*155 C SLOE NOnE. WHITE OtOUNM COW SPUDO OWL BE MADE ONLY AT 01111515. JIIICITOII BM CR ACCESSIBLE RACEWAY COIIIAJICIS .*PPRGRW FOR THIS FIJUJAW LUGRICMTS OWL BE IS. APPROVED. SUSCONTRACIOR SHALl. USE 115)211 ON NOIP OW FOR PUWIRI CONDUCTOR OR CABEIS INTO THE CONTRItE. 4, CAM OWl. BE PEAIT.Y 110*1W. WITHOUT 541001*0110. AND BE OF 0J0DIT IBM 11 AL BOB 11 EEAOPMDIT 10 PERMIT MAWING A NEAT *50*1105(011. CABLES OWL BE 20)1100 DI A 115*8400 101000 1UWON ON COIRLICTORO CR IMOlIlAIS. CCIEWCIOIB OWL NE MOISCIED FRO MECHANICAL INJURY AND MOBDJRE. 941RY MOWS OW CCNWIT 010411105 ARE PROIIIBTW, DAMAGED DOLE OWL NE 200(1W AND PElACED AT 115 OIBCONTRACTOWS 01110155, C. DISCONNECT WAITORWI IDEAl. DISCONNECT SWITCISS 120. AND PLUMB. C011ECT 10 UM 515TE11 NW 0501140110 SYSTOI AS INDIcATED. C. GROUNDING: T. AL METALlIC PARIS OF flICIMOL EGUIT WHOM DO NOT CAllS! CIOWIT OWL NE CR0114000 IN ACCOWNCC WITH THE IWUIIS OF 115 BULGING KVWACPAR AT&T GROUNDING AND BONDING STANDARDS 19-75*11. IW-00135. NO) 1)511010)151.011501201. CODE. PROWlS EIECIIBEAWWJNDING AND BONOBID SYSIDI BMW WITH ASCEMBLY OF MAIOLAIS, 510202(0 GROUNDING 0.205005. BONDING *51101 NO ADEIITONAI. ACOWORIE AS MM FOR A COMPIEIE NSTAJA11OP. ALL GRUJNOBW CONDUCIWO 04*11. PBODIE A SNICAILT DOWNWARD PRIM 10 GROUND WITH CMDJAJ. 5040 AS MOIJOEL GROUNDING COWUCIMO 04*11. NOT BE LOOPED OR OIAOR.Y BOLT. ROJIE GROINGAID CONNECtIONS AND COROUCIOW 10 WOUND VI THE OIORTECT NW STRVIGI(TWT FIRMS P00111510 MOW 011W VMZAGE MM BUILDINGS NW/CR NO 10501 WOATW THAN 751W IN NEWT AND 11101 THE WIN 0112(5040 CCNDIICTCID ARE 2025W 10 BE ROUTED 10201.1)10 SUSCONIRACTOR OWL 10(2! 00050210110 CONDLICIONG FROM THE ROOFTOP. 10110101 AND WATER 1050120540840 lOW. 101150501110 GROIORINGS)STOI. THE OWJIWWJ CONDUCTORS OWL NOT BE 01*1120 ThAI 2/0 MD COPPER. ROOFTOP WOUNDIIG lOW OWL SE 05100010 THE 011011110 MObbiNG SYSTEM. THE BLIDSG 51W. COUJMJW. UNWIND PROTECNOR 0)51W. NW IRIlIDVIG 115111 WATER LINE GGWOUS OR NONFERROUS METAL MOW OW). FE 50*208)1.22. 3. IEDIITTN 201)15510 NW BONOW OOIINECICIO. 5101125140 SCREWS NW BOIlS. VI A000PEIICE WITH MIJIIJFICIUNW'S P11025100 1OWSIE 10410(510 0111100 FOR 051112001 AND BOI.1S. WNWO MANUFACIUMYS 1050(1240 BEQUOWITS ARE NOT *50*01. 104101 CONNECIIONS TO COMPLY WITH TERITOWO ICIWIE 1111110 SPECIFIED 1112.1020120 PERMANEIff AND OFFECIWI 011510540. OIBCONIRACTOB OWL VERIFY THE 1201215140 OF 0501110140 15-11450)115 10 THE 0101210 0. GROUNDING SYStEM. ALL UIWOMOIIID GROUNDING COISIECTOW OWL BE MADE BY THE DIatHERMIC (102 P500GW MD RGTAUED IN SCOOIWNICC WITH 115 MNlI11ACITS UGIRUCTIOIG. 7. AL 011*151)10 COIVIECTIW OWL BE VRFETCD FOR ITOIlNES. DIOTHEMIIC 1151GW CONNECtIONS OWL BE *P01W 31 If 202005 110150 2201011011 OWRE 10010 POWMDITLY 00)1051.02. B. APPLY COBROSION-OWENISE P040410 FIELD COIURCIIOIW AND P11105 WHERE 11401CR! APPIO PROTEGnIE 50111110 HAVE 0501 DETORID. USE 4050-04400 ANTI-OTORATTON COMPOUND ON ALL COMPRESSION 1001(020 CO11NWflOIIS. A 5055*11. CONTV(UOUS. 1101111100 £0113140111005102140 CONDUCTOR OWL BE 11012110011ALL lOW NW BPJ*0I 011*13. BOND AL VIOJIA1U) WOUNDING 0101405 WITH A BARE BANG GROUNDING CONDUCTOR 10* OROIIID 5101 DIRECT BlOW 0111151110 COITOICIONG 514*11. BE 96T11UD) AT A NOMINAl. SWIM OF 3r MINIMIII 502W GRADE. CR 0 5024 THE FROST 1211.1201)110501050? ThE FE OBTNIDE. AL OJOMNOIC COITOICIWO 01201051CR POIETRA1TNG CONCRETE OWL BE 5101)1110 IN SCHEDULE 40 PVC 0545121. ¶3. THE IIWT.*IJAIDI OF 00211CM. ElECTROLYtIC WOUNDING SYSTEM IN STRICT ACCORDANCE WITH MVJIIFACTURO0S 510110401011$. OWAT SCALING TAR FROM LE*0I7A3 NW BREATHER 5020. VISENL FROTWIVE BOX P1004 WITH GRADE. 200501040 015111111. TOPS *111 A 10151111 DISTANCE OF 38' DEPTH CR0' BELOW FRDOT LINT. lONG THE 511011104 OF THE 1110 50121105. WCOMOIITHEBEWBOBEBNORETMANOFT.FROM1ISOROIJIOVIGONTATTHEBFEO?THE1CWE. A SECOND 0551115110 BAR WILL SE 110500 AT 1)10 END CE 1110 ICE 0105.10201110 THE OW OWE GROUNDING lOTS NW IN-IDlE AIFETIJO. 10. OIBCONTRAGTCR SHALL 50AJR, NIDJUR MUM 0111)10 OWINDYIG 5)5101 COMPONENTS WMAGDD 5110410 COTISIRUCIPJI AT THE STJBCONTRACIORS 0110155. 3.5 ACSWINICE TOW 051550 P010111101.104005120 EGIlPMD4T OIULPOIVOIM 201120 100)5 AID SUBMIT WINUDI lEST REFORM 1101 COMOEIE. (1)101184150*1. NW/CR OWOINIOAIP 10 P511W NOT 10 COMPLY WITH THE SPEOFIID 20)200W. THE NONCOIWLYSIG NOW OWL BE 200*10 FROM IHE POOECT SITE NW 011105 WITH lIMO COMPI.W10 WITH THE SPECIFIED NWIIRDIUI)S PITOMPIT.Y AFTER RECEIPT CF 140150 FOR NM&4XldMUAML TEST P502020 AL FTWGW OWL 11051041111104 TESTED AFTER I40TMIAEON. BEFORE COITRET1ON 10 DEMICEL WE CCYIDIICTCID OWl. lEST FREE FROM SHORT 0502)5 NW 010114W. 1001110 SMALL BE FOR ONE MVIII! (01(0 MOON CO. PROWlS 11101104500.5104151101101 AL lEST 1151W 10 OJSCOIITRACTOB. OW 10 DIWEWNG 0050)1151'. lEST WOW 0(1105 FOR ELECIFEL COIIITIIUIIY AND PROPER P01*10W 20050101 MEASURE NW 2000(0 120000 SETWTI P1420 NW NEIWEOI PHASE CONDUCTORS AND NEJTRALS. SUBMIT A REPORT CF MAJIIIIII AID 1812021 AIOUJOES. P01*1)111 GROUNDING TEST 10 WAN 0111110(0 OWTNICE OF 050240140 SYSTEM 12410 THE 50 STANDARD 3-PANT FAL-CF-P0IDIlIAL METHOD. P5015! P121100 1W 11*11100 NW Lamm OIEIW. NOtIFY THE DJIOJNDO SlIWSAIflY IF MEADOW VALUE 1505055 01010. ____ ____ •— CHESTNUT AVENUE —. (( '-;?,-- ' .. -. \' \ \\ - ANNlWW3%A4'18-W ..!8.67• — — — — — — — — — — — — — — — — — — — — — — — — — — - 0 0 0 • 1RIV4ST0RUDR r• PARKING & AT&T PROJECT AREA ON ROOFTOP, SEE ROOF PLAN ON SHEET *2 205-190-25 (E) DRIVEWAY \ \\ NOTE: ir-irE DRAWINGS HAVE BEEN CREATED FROM INFORMATION GATHERED AT THE SITE, (E) AS-BUILTS PROVIDED BY AT&T AND WITHOUT A SURVEY. PLEASE VERIFY ALL DIMENSIONS, LENGTHS, PROPERTY LINES AND CONDUIT RUNS. SITE PLAN I i!16 SEE ANTENNA PLAN ON SHEET A3 (E) AT&T RF BARRIERS, 1W. —' te. VA (E) AT&T RF BARRIERS. 1W. (E) ANTENNA. BY OTHERS (E) A/C UNIT (E) RRUE MOUNTED ON WALL, TOTAL OF (6) (E) 19° RACK (E) ARGUS POWER PLANT (E) AT&T LIE RRU-12 MOUNTED ON (E) PIPE. TOTAL OF (3) (E) RBS 3208 (N50014) (E) RRUi STACKED MOUNTED ON WALL. lUTAL. OF (4) (E) RRUs MOUNTED ON RACK. TOTAL OF (2) '—(E) AT&T 19° RACK (E) iaco ao (E) ENTRY PORT (E) FIBER CIENA BOX CE) AT&T COAX CABLE SUPPORT LADDER (E) ACCESS DOOR () BATTERY ,r (E) RACK II BATTERY RACK (E) RBS 3206 (E) RBS 3206 (E) ANTENNA. BY OTHERS Q7 OUTLINE OF (E) AT&T EQUIPMENT ROOM LOCATED INSIDE BUILDING. SEE EQUIPMENT PLAN. SEE ANTENNA PLAN ON SHEET A3 ROOF PLAN 1O /-5'V'S'N INSTALL (1) RBS 6630 AND *5 *5 REPLACE (2) DUS41 WI 2) 8BU5216 AND (1) XMU0201 (E) AT&T 23 LIE RACK WI (2) RBSB60I. (2) DUS4I. (1) BBU5216. (I) XMUO2OI AND (1) SURGE PROTECTOR (E) DAS CABINET (E) FIBER CABINET (E) AT&T 19° RACK Wi (1) SURGE PROTECTOR (E) RBS 3206 (Ns0014) II I- " (E) DISCONNECT SWITCH I I 51-,7,75 (E) UZCITBCAJ. PANEL .- t'(( ('I (E) FIRE EXTINGUISHER \I7 I I P (E) ACCESS DOOR I — I, I, (E) A/C UNIT __j / Ii I' tDG%CD O7OI-1 %CP O52O4 0.0. DI500n 010 4s (5u z 25 4c CL ZI- -IuJ u- a. 0- cy Lu (ON Iu 40 ma Im uUJ—j US CD P mix I wwj 10 0 HMO. "707 p:O:1000100 .0IWOb ERG/NP 01od W. ERG 01.0 01 A2 (E) AT&T BATTERY RACK W/ (16) BATTERY MODULES (E) DOOR (E) AT&T -48 VOC POWER PLANT W/ (8) RECTIFIERS AND (2) CONVERTER MODULES (E) AT&T MC 3000 EQUIPMENT EXISTING ANTENNA SCHEDULE SECTOR TECHNOLOGY ANTENNA RRU MODEL / . ThEA. / FILlER MODEL / QTY. TRANSMISSION LINES (SIZE / tDIGIH FT +/- 51 MODEL — AZIMUTH PAD CORER liP HEIGHT Al LIE 700 / LIE 1900 HPA-65R-BUU-HS 80' 4'...Ø' 4.'_' RRU-11 (1) / RRU-32 (1) - FIBER *2 LIE 850 / LIE AWS 800-10884 80' 40-0' 42-4' RRU-12 (1) / RRU-32 (I) — (2) 7/8' COAX ±80' FIBER A3 UMIS 850/1900 7750 80' 40-0' 42'-4' — PRY 112 75/1 (2) (2) 7/V COAX ±80' M F1RSINEI / LIE WCS 800-10964K 80' 40-0' 42'-V 4478 914 (1) / RRU-32 (1) - FIBER 81 Li! 700 / LIE 1900 HPA-65R-BUU-H6 200' 40-0' 44-0' RRU-11 (1) / RRU-32 (1) - FIBER 82 LYE 850 / LIE AWS 800-10864 200' 40-0' 42'-4' RRU-12 (1) / RRU-32 — (2) 7/8' COAX ±50' FIBER 83 (JIlTS 850/1900 7750 200' 40-0' 42-4' — PR! 112 75/1 (2) (2) 7/8' COAX ±50' BA FIRSTNET / LIE WCS 800-10964K 200' 40'-O' 42'-V 4478 814 (1) / RRU-32 (1) — FiBER NEW ANTENNA SCHEDULE SECTOR TECHNOLOGY ANTENNA RRU MODEL / OW lIlA / FILTER MODEL / QTY TRANSMISSION LINES (SIZE / LOICIN FT +/- 5) MODEL — AZIMUTH RID CENTER TIP HEIGHT Al LiE 700 / LIE 850 800.10965K 80' 40-0' 43L3 LIE 1900 444905/012(1) / RRU-32 (1) - FIBER *2 LiE AWS 800-10884 80' 40-0' 42'-4' RRU-32 (1) - (2) 7/8' COAX ±60' (SPARE) FIBER A3 (JIlTS 850/1900 7750 80' 40'-V 42'-4' - PRY 112 75/1 (2) (2) 7/8' COAX ±60' M FTRSTNET / LIE WCS 800-10964K 80' 40'-O' 42'-V 4478 914 (1) / RRU-32 (1) — FIBER BI LiE 700 / LIE 850 800.10965K 200' 40-0' 43L3' LIE 1900 4449 B5/B12 (1) / RRU-32 (1) — fl 82 LiE AWS 800-10864 200' 40-0' 42'-4' RRU-32 (I) — (2) 7/8' COAX ±50' (SPARE) FIBER 83 (JIlTS 850/1900 7750 200' 40-0' 42'-4' — PRY 112 75/1(2) (2) 7/V COAX ±50' 84 FIRSTNET / LIE WCS 800-10964K 200' 40-0' 42'-V 4478 814 (1) / RRU-32 (1) - FIBER IL dir— Lu dc 49 oizz ci ICD 0141.IR Ez%cD 23iR DNI DI iq zuJ I-0 z BE in 0 1€ urJ St 0 P.IdN.m4I,: ERO/RP OIIIIdby OR SMINI. A3 Cl LiE 700 / LIE 1900 HPA-65R-BUU-H6 320' 40-0' 44-0' RRU-11 (1) / RRU-32 (1) - FIBE R C2 LIE 850 / LIE AWS 800-10884 320' 40-0' 42'-4' RRU-12 (1) / RRU-32 (1) - (2) 1 5/8' COAX *40' F KRV IBER C3 UMTS 850/1900 7750 320' 40'-O' 42'-4' - 112 75/1 (2) (2) 7/8' COAX ±40' 04 FTRSTNEI / LiE WCS 800-10964K 320' 40-0' 42'-V 4478 914 (1) / RRU-32 (1) — FIBER LIE 700 / Lit LIE 1900 800.10965K 320' 40-0' 43'..3' 4449 B5/B12 (1) / RRU-32 (1) - FIBER C2 Lit AWS 800-10884 320' 40-0' 42'-4' RRU-32 (1) - (2) 7/8' COAX ±40' (SPARE) FIBER 03 (JIlTS 850/1900 7750 320' 40'-D' 42'-4' - PRY 112 75/1(2) (2) 7/8' COAX ±40' CA ITSTNET / Lit WCS 800-10984K 320' 40-0' 42'-V 4478 814 (1) / RRU-32 (I) — FIBER NOTE: Ile *RRU IS LOCATED AT EQUIPMENT AREA (E) 'AT&r PANEL ANTENNA TO BE REMOVED AND REPLACED, , &r ATT PANEL mrENNA m REMAIN, ( PER S (9) \ \< \ \ \\ (3) PER SECTOR (9) \\\ \ \\ ( p SCREEN, . r\ ( p sc. . \ \ \\ \ \ ( AT&D LTE 700 RRU TO BE \\\ \ \( \\ (N) AT&T LYE 700/850 RRUs, \ \\ \ \ (1) PER SECTOR (3) TOTAL - - ( ROOFTOP \ ( oonp \ \ \ \ \ &V LIE Mb oN, \ \ \ R2 \ \ \\ \ (E) T&T WAS, (2) PER SECTOR. \ \ 'g&r (2) p so \ (E) (6) TOTAL 26 TOTAL 'AT&T FIBER SPOOL BOX, (E) 'AT&T FIBER SPOOL BOX. (1) PER SECTOR. (3) TOTAL (I) PER SECTOR, (3) TOTAL (E) ROOFTOP _. "— (E) ROOFTOP -\ vr (ESEP. IA NOTE:STAY .CLEAR OF ROOF 4/ (E) ANTENNA PLAN 1 (N) ANTENNA PLAN '' '°' 2 Cl FI NOTES: NOTES: NO CHANGES IN THE APPEARANCE OF THE NO CHANGES IN THE APPEARANCE OF THE BUILDING WILL BE MADE ON THIS PROJECT. BUILDING WILL BE MADE ON THIS PROJECT. I TOPOFAT&TAN1ENNA 4 CENTER OF AT&T ANTENNA ) R2V.4AG1. I BOITOMOFAT&TANTENNA _ (N) AT&T PANEL ANTENNA, (1) PER SECTOR, (3) TOTAL (E) 'AT&T PANEl. ANTENNA 10 REMAIN, (3) PER SECTOR. (9) TOTAL SECTOR A (N) AT&T PANEL ANTENNA, A5 (1) PER SECTOR, (3) TOTAL (E) FRP SCREEN. 1W (E)_ ANTENNA, TOP CF AT&T ANTENNA AN ,CENTEROFAT&TANTENNA 21'4'AGI. BOTTOM CT AT&T ANTENNA (E) 'AT&T PANEl. ANTENNA TO REMAIN. (3) PER SECTOR. (9) TOTAL SECTOR B I— (E) ANTENNA. / BY OTHERS PNISNGRACE I ' O.O'AGL , EN GRACE I (N) NORTH ELEVATION I is' i'.o' 1 I (N) SOUTH ELEVATION I 3 I NOTES: NO CHANGES IN THE APPEARANCE OF THE BUILDING WILL BE MADE ON THIS PROJECT. NOTES: NO CHANGES IN THE APPEARANCE OF THE BUILDING WILL BE MADE ON THIS PROJECT. ANANTENNA. BY ERS (1) PER SECTOR, (3) TOTAL (C) ANTENNA, (N) AT&T PANEL ANTENNA, BY0THE1 I NINA, SECTOR Cl CE) SC W. (E) PANEL 'AT&T PANEL 'AT&T*ANTENNA, SECTOR C , TOPCF(E)SCREENWM.L AOL $ $ TOPOFAT&TANTENNA @44O'ACL CENTER OF AT&T ANTENNA @2T4'AOL (C) 'AT&T PANEL ANTENNA 10 REMAIN, (3) PER SECTOR, (9) TOTAL SECTOR 9 TCPOF(EISCREENWAU. • 5 AW.I'AGL 44AOL I CENTER OF AT&T ANTENNA 521'4'AO. I (C) BUILDING FTESH GRACE SUEZ Na c-ATE? w. 010/NP aT 010 A4 I (N) EAST ELEVATION I 1' w Y 2 1 (N) WEST ELEVATION I '' I I KATHREIN 80010965K DIMENSIONS, LxWXD: 1999 x 508 x 175mm ANTENNA MOUNTING (78.7 x 20' x 6.9') - BRACKET. 1W. WEIGHT (W/OUT CLAMP): 44.3 kg. (97.6 Ike) CONNECIOR 8 x 4.3-10 FEMALE FASTEN WITH MID 80115. WASHER AND SPRING NUTS 10 NEW UNISTRUT. 1W. OF (4) FASTEN WITH M8 BOLTS = AND WASHER TO RRU. 1W OF (4) U ANTENNA PIPE. 1W. (E) FABRICATED BACK TO (N) ADAP1ER PLA1E BACK METAl. BRACKET (SXK1072892/I) FOR RRUa. TrP. 3 ANTENNA MOUNTiNG BRACKEt1W.— Pou Ifl —w. U'. = fli fBQ SIDE - (N) ANTENNA SPECIFICATIONS NIS 1 ANTENNA MOUNTING NIS 2 RRU MOUNTING I7 NOT USED NTS 110 KATHREIN :2 X 738 546 MOUNTING KIT ERICSSON 4449 B5 I B12 DIMENSIONS. WxDxH: 335x240x455mm 13.1 Vx9.44x17.V WEIGHT 71 Ike (32 Kg) EXCI.. HARDWARE MAX WIND LOAD: 0 50M/SEC = 260N BREAKER SIZE 2m25A. DC POWER ODNSUMP7I0N=1440W MB. 121m 1112 BOLT. 25Km MOUNTING OPTIONS - MODEL DESCRIPTION 2X738546 MOUNTING KIT FOR 2TO4.SINCH (INCLUDED): (50 TO 115 MM) OD MAST. 4.4 LB (2 KG) WIND LOAD CATEGORY. UGHT / MEDIUM / HEAVY 850 10008 TILT MOUNT KIT 0-15 DEGREES DOWNTILT ANGLE 9.5 LB_(4.3_KG) ANTENNA MOUNTING KIT I rlris 3 (N) RRU SPECIFICATIONS NIS 4 NOT USED 8 NOT USED NIS ILI ERICSSON BASEBAND 6630 ERICSSON BBU 5216/ XMU 0201 DIMETBIONS, WIcDxH: 13.7x11.1 xl .2 DIMENSIONS. WXDxH: 19x13.8x1.75 NOMINAL OPERATING VOLTAGE —48 VDC NOMINAL OPERATING VOLTAGE 48 VDC OPERATING VOLTAGE RANGE —38 TO —58.5 VDC TOTAL WEIGHT: * 4.62 lbs OPERATING 1MPERA1URL 0 10 +55C TOTAL. WEIGHT: 6.5 kg 114.3 lbs BREAKER SIZE- 30A FAN UOOIAE 13.7 MOVAMBLE BRACIIS IDE -4SF OS pom NOTE: CONSTRUCTION TO REFER TO AT&T UPGRADE ,/1N!CtN KIT GUIDELINES WHEN INSTALLING THE ABS I.II••'-•. II 6630 IN THE OUTDOOR PURCELL CABINET FLX1S rm coSFzcmOS—I (N) BASEBAND 6630 SPECS rrs 1 5 (N) XMU 0201! BBU5216 SPECS NTS 6 NOT USED NIS 9 NOT USED NTs f 12 I II CO O7I.I9 o 00500 00000 Rip. OI0AI O ii oe ".c I< Z in .lu C, 0 go Lu 'flu w am J 1-4 4. *RL0-5707 * EOIRP CR0 A5. INSTALL (1) RBS 6630 AND REPLACED (2) DUS41 WI (1) BBU5216 AND (1) XMU020I (E) AT&T 23 LiE RACK W/ (2) R856601, (2) OUS4I, (1) 88U5218, (1) XMUO201 AND (1) SURGE PROTECTOR (E) DAS CABINET (E) FIBER CABINET (E) AT&T ig PACK W/ (1) SURGE PROTECTOR (E) RBS 3206 (NSOOI4) (E) AT&T BATTERY RACK W/ (16) BATTERY MODULES (E) DOOR (E) AT&T —48 VDC POWER PLANT W/ (8) RECTiFiERS AND (2) CONVERTER MODULES (E) AT&T MC 3000 EQUIPMENT (E) DISCONNECT SWITCH (E) ELECTRICAL PANEL (E) FIRE EXTINGUISHER (E) --' BATTERY 1r (E) RACK II BATTERY I II RACK (E) ABS 3206 ( ABS 3206 "—(E) AT&T 19" RACK (5) TELCO BOARD (5) ENTRY PORT I) FIBER CIENA BOX (E) A/C UNIT (E) RRUs MOUNTED ON WALLL, TOTAL OF (6) (E) is" RACK (E) ARGUS POWER PLANT (E) AT&T LIE RRU—I2 MOUNTED ON (5) PIPE. TOTAl. OF (3) (E) RBS 3208 (NSOOI4) (E) RRUs STACKED MOUNTED ON WALL. TOTAL OF (4) Us MOUNTED ON RACK, TOTAL OF (2) (N) 'AT&T LTE 7001850 RRUe, (1) PER SECTOR. (3) TOTAL V \ \_E) ROOFTOP \\\>> (E) AT&T Li! RRUs TO REMAIN, \ (4) PER SECTOR,(12)TOTAL ) 'AT&T NAs, (2) PER SECTOR. \ \ (6) TOTAL PER SECTOR, (3) TOTAL (E) 'AT&T IBM SPOOL 80X 43 (E) FRP SCREEN, 1W. ANTENNA GROUNDING PLAN I III' I 2 (N) 'AT&T PANELANTENNA, (1) PER SECTOR, (3) TOTAL E) 'AT&T SURGE PROTECTOR, (1) PER SECTOR. (3) TOTAL (5) 'AT&T PANEL ANTENNA TO REMAIN, (3) PER SECTOR. (9) TOTAL (5) FRP SCREEN, 1W.—..,, \ (5) ROOT / i i NOTES: 4' - - CE) AT&T COAX CABLE 1. GROUNDING IS SHOWN DIAGRAMMATICALLY ONLY. (5) ACC DOOR SUPPORT LADDER 2. THE SUBCONTRACTOR SHALL SUPPLY 'AT&T WITH THE RESULTS FROM PRE—CONSTRUCTION AND POST— CONSTRUCTION OHM TESTTNC (GROUNDING) RESULTS ON ALL MODIFIED CELl. SITES AND AS REQUIRED BY 'AT&T STANDARD TP-76416. - (E) ACCESS DOOR 3. THE SUBCONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE A "FALL OF POTUmAL" TEST ON THE PROPOSED SUPPLEMENTAL GROUNDING FIELD PRIOR TO FTNAJ. CONNECTION OF THE (5) A/C UNIT I if I GROUNDING SYSTEM TO EQUIPMENT. THE TEST SHALL BE PERFORMED BY A QUALIFIED AND CERTIFIED TESTING AGENT. PROVIDE INDEPENDENT TEST RESULTS TO THE PROUECI I It II MANAGER FOR REVIEW. THE GROUNDING SYSTEM RESISTANCE TO EARTH GROUNDING SHALL NOT EXCEED FIVE (5) OHMS. IF THE GROUNDING TEST EXCEEDS THE MAXIMUM OF (5) I OHMS, THE SUBCONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ADDITIONAL GROUNDING RODS AND CONNECTIONS AS REQUIRED TO MEET THE (5) OHMS' MAXIMUM. THE INSPECTOR HAVING JURISDICTION SHALL INSPECT ALL GROUNDING CONNECTIONS FOR TiGHTNESS. EXOTHERMIC WELDED CONNECTIONS SHALl. BE APPROVED BORE BEING PERMANENTLY CONCEALED. SUBCONTRACTOR SNAIL GROUND ALL EQUIPMENT. INCLUDING ANTENNAS, RET MOTORS, TIM'S, COAX CABLES, AND RET CONTROL CABLES AS A COMPLETE SYSTEM. GROUNDING SHALL BE EXECUTED BY QUALIFIED WIREMEN IN COMPLIANCE WITH MANUFACTURER'S SPECIRCATTONS AND RECOMMENDATIONS. LEGEND: GROUNDING CONDUCTOR -- - -- - - - - -- -- UNDERGROUND POWER - UCP - lISP - UCP - USP - GROUNDING BAR "4 UNDERGROUND TELCO — IICT — lIST — lIST UCT - TEST GROUND ROD WITH INSPECTION SLEEVE UNDERGROUND TELCO/POWER - lIST/P - lIST/P - lIST/P - EXOTHERMIC WITH INSPECTION SLEEVE (01 UNDERGROUND DUCT — UGD — UCO - UGD — UGD - CHEMICAL ELECTROLYTIC GROUNDING SYSTEM 0 ABOVE GROUND POWER - ACP - ACP - ACP - ACP - EXOTHERMIC 0 ABOVE GROUND TECO - ACT - ACT - ACT - ACT - COMPRESSION TYPE CONNWITONS EQUIPMENT ELECTRICAL PLAN 112'1--w 1 I ABOVE GROUND TaCO/POWER — - - — No C-757 Ooby ERO/RP END SWNo El I r (N)"4995/812— N) 4449 95/812 (E) RRU-32 LIE 1900 (E) RRU32 LTE WCS (E) RRU-32 LIE AWS (8) B14 4478 1 I LIE 100 & LIE 850 . FIRSTNET TYPICAL PER SECTOR 4 I I I II I I Mu I RAYCAP SURGE :1 I ' r i I PROTECTION I DC64860-1&8F I I _ I 10 m I : ,-® 4 1 ® ,-® I DC WRING GENERAL NOTES I iIi L_ --------------I -- ---------_l I DCPOWERWIRINGSHALLBECOLORCODEDATEACH END FOR I IDENT1FTNG +24W (RED) AND -48W (BLU) MARKINGS ON CONDUCTORS. I I L LIE 1ECHNOLOCY CC POWER WIRING SHAlL BE IN ACCORDANCE WITH ATT-002-290-431 3. N0N-LTtTECHNOLOCTDC POWER WIRING ZEl4AWGTO1OAWG SHALL BE m..COFLEX III. DC POWER WIRING 8 AWG AND LARGER SHALL BE 1ELCOFI.EX IV 3 4, ADDIDONAI. DC LOAD HAS BEEN INCLUDED IN THE AC LOAD OALULAflONS. -------------- ) DC POWERPLANT LIE RACK lu !UI!IEAIB!BIIII In OC12-48-6D-RI 0_I 'I EB Is Om SUE B*NDw8T - H Is i 8 - 8 8 ELECTRICAL DC ONE-LINE DIAGRAM 1 NOT USED ,ITS 2 DC CIRCUIT SCHEDULE BREAKER FROM TO CONFIGURATION CD RRU BREAKER $128 -48V DC DISTRIBUTION RAYCAP SURGE PROTECTION (6) io TELCO flEX III P E It R MANUFACTURER PANEL DCI2-48-E0 -RM DC POWER CABLE 48V DC DISTRIBUTiON (I) 2-0I0 () ISA, IP - PANEl. 1.88 BASE BAND UNIT ThHN/fl NW" /VW-i TYPE TC-ER_DC_CABLE (2) B-lB (j) N/A RAYCAP SURGE ECT1QN ROW 9.RO 8018811011 THIIN/THWN/VW-1 TYPE DC12-48-60-RM Xe-ø-80-I5-€F IC-ER DC CABLE N/A RATC.4P SIJIGE P801181180 (1) 2#1O 8014 REMOTE RADIO HEAD THHN/THWN/VW-I TYPE TC-ER DC CABLE NOTES: GROUNDING IS SHOWN DIAGRAMMATICALLY ONLY. CONTACTOR SHALl. GROUND Ni. EQUIPMENT AS A COMPLETE SYSTEM. GROUNDING SHALL BE IN COMPLIANCE WITH CEC SECTION 250 AND AT&T GROUNDING AND BONDING REQUIREMENTS (ATT-7-76416) AND MANUFACTURER'S SPECIFICATIONS. ALL GROUND CONDUCTORS SHALL BE COPPER NO ALUMINUM CONDUCTORS SHALl. BE USED. GROUNDING EARTH RESISTANCE SHALL NOT DCCEU) 25 OHMS. IF A SINGLE ROD, PIPE OR PLATE HAS EARTH RESISTANCE IN EXCESS OF 25 OHMS. SUPPLEMENTAL GROUNDING ELECTRODES SHALl. BE ADDED AT 6 FEET MINIMUM INTERVALS IN ORDER TO ACHIEVE EARTH RESISTANCE OF LESS THAN 25 OHMS. umm EXOTHERMIC CONNECTiON GROUND ROD MECHANICAL CONNECTION iII_i iiII EXTERNAL TOOTHED 1INNED COPPER GROUNDING BAR / CLOSED BARREL. FOR ALL 31r N I l/2 EXTERIOR 150-HOLE CONNECTORS S/S NUT MACK HEAT SMRNX IN RATED CONDUCTOR INSULATKIN 70 BUTT UP R AGAINST THE CONNECTOR BARREL HFAT RINK ::::..__ taa - S/S FIAT WASHER SA BOLT (1 OF 2) IDD NOT DISOO WIEC TAG ON ALL GROUNDING BAR INTERCONNECTS AND EQUAIRERS TWO HOLE UJO 14 OR 18 AND STRANDED CU CONDUCTOR WITH GREEN. 60CM, THWN-2 INSULATION d— CO ririn ririri f 1W. GROUNDING BAR ON WALL. flDOft OR ON ANTENNA TONER ' '-(2) TWO EXOTHERMIC TO BE USED I WITH #2 AWG SOLID BARE TINNED _J COPPER GROUNDING CONDUCTOR PVC NON-METALLIC CONDUIT SON 40 TYPE (IWO) CONDUIT WITH STRAP WITHIN TWO INCHES OF CONDUIT END GROUNDING CONDUCTOR 10 GROUNDING BAR ANTENNA ANTENNA ANTENNA ANTENNA RAYCAP SURGE 4449 85/812 RRU-32 4478 814 SUPPRESSOR (QITI. PER PLAN) (aIr. PER PLAN) (QTY. PER PUN) (TYPICAL) ri 1 C=m 1 LJ - I -J --J I Ff no I I I I I • U • ANTENNA GROUND BAR • TYP. EXISTING d GROUWD RING -'- INtERIOR HALO GROUND WIRE EQUIPMENT AREA OTHER EQUIPMENT RACKS / CABINETS CDLI. SITE MASTER GROUND BAR