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PMT15-02891
City of Menifee Permit No.: PMT15-02891 29714 HAUN RD. ' gACCELA— MENIFEE, CA 92586 Type: Commercial Alteration s°'�"tM.— MENIFEE Date Issued: 1 011 312 01 5 PERMIT Site Address: 28818 LINDENBERGER RD, MENIFEE, Parcel Number: 340-442-015 CA 92584 Construction Cost: $15,000.00 Existing Use: Proposed Use: Description of MODIFICATION TO EXISTING WIRELESS TELECOMMUNICATIONS FACILITY, INSTALL 3 NEW Work: PANEL ANTENNAS, 3 NEW RRU'S Owner Contractor AMERICAN TOWER CORP , 10 PRESIDENTIAL WAY WOBURN, MA 01801 Applicant License Number: MENIFEE, CA Fee Description gty Amount I51 Building Permit Issuance 1 27.00 Inspections not specified 129 129.07 Additional Plan Review Building _ 210 210.00 GREEN FEE 1 1.00 New Construction Permit Fee _ _ 1 - _ _69.00 General Plan Maintenance Fee-New 1 3.45J Construction $439.52 The issuance of this permit shall not prevent the building official from thereafter requiring the correction of errors in the plans and specifications or from preventing builiding operations being carried on thereunder when in violation of the Building Code or of any other ordinance of City of Menifee.Except as otherwise slated,a permit for construction under which no work is commenced within six months after issuance,or where the work commenced is suspended or abandoned for six months,shall expire,and fees paid shall be forfeited. AA_81dg Permit Template.rpt Page 1 of 1 City Of Menifee LICENSED DECLARATION ❑ 1 am exempt from licensure under the Contractors'State License Law for the I hereby affirm under penalty or perjury that I am licensed under provisions of following reason: Chapter 9(commencing with section 7000)of Division 3 of the Business and By my signature below I acknowledge that, except for my personal residence it Professions Code my license is in full force and effect. which I must have resided for at least one year prior to completion o License Class W C—/e License I . 7GJ 7 Improvements covered by this permit, I cannot legally sell a structure that I have Expires/& S1ggat built as an owner-building if it has not been constructed in its entirety by licensee contractors. I understand that a copy of the applicable law,Section 7044 of the WORKERS'COMPENSATI DECLARATION Business and Professions Code,is available upon request when this application Ir submitted or at the following Web site: ❑ 1 hereby affirm under penalty of perjury one of the following declarations: http:/Awm.leginfo.ca.gov/mlaw.htmi. I have and will maintain a certificate of consent of self-insure for workers compensation,issued by the Director of Industrial Relations as provided for by Date Section 3700 of the Labor Code, for the performance of work for which this permit is issued. Property Owner or Authorized Agent Policy# ❑ By my Signature below, I cerfity to each of the following: I am the propertt I have and will maintain workers' compensation insurance, as required by owner or authorized to act on the property owner's behalf. I have read thie se 'on 3700 of the Labor Code, for the performance of the work for which this application and the information I have provided is correct. I agree to compit permit is issued.My workers'compensation insurance carrier and policy number are: with all applicable city and county ordinances and state laws relating to buildinc ,[ construction.I authorize representatives of this city or county to enter the above Carrier //�// -� /. identified property for the inspection purposes. Policy,# %k��'/ .�5� Expires 7" z " w Date Property Owner or Authorized Agent (This section need not be completed if the permit Is for City Business License# one-hundred dollars($100)or less) ❑ 1 certify that in the performance of the work for which this permit is issued,I HAZARDOUS MATERIAL DECLARATION shall not employ any persons in any manner so as to became subject to the Will the applicant or future building occupant handle hazardous material or a workers' compensation laws of California, and agree that if I should become mixture containing a hazardous material equal to or greater that the subject to the workers'compensation provisions of Section 3700 of the Labor amounts specified on the Hazardous Materials Information Guide? Code,I shall forth 't mpl those provisions. DYES ❑NO Apples ate•, AG-/-_?-/ S Will the intended use of the building by the applicant or future building occupant require a permit for the construction or modification from South WARNING: FAILURE TO SECURE WORKERS' Coast Air Quality Management District(SCAQMD)?See permitting checklist COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL for guidelines SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND DYES ❑NO CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, Will the proposed building or modified facility be within 1000 feet of the outer DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE boundary of a school? LABOR CODE, INTEREST,AND ATTORNEYS FEES DYES ❑NO CONSTRUCTION LENDING AGENCY I have read the Hazardous Material Information Guide and the SCAQMD I hereby affirm that under the penalty of perjury there is a construction lending permitting checklist.I understand my requirements under the State of agency for the performance of the work which this permit is issued (Section California Health&Safety Code,Section 25505 and 25534 concerning 3097 Civil Code) hazardous material reporting. OWNER BUILDER DECLARATIONS DYES ❑NO I hereby affirm under penalty of perjury that I am exempt from the Contractor's Date License Law for the reason(s)indicated below by the checkmark(s)I have placed PROPERTY OWNER OR AUTHORIZED AGENT next to the applicable item(s)(Section 7031.5. Business and Professions Code: Any city or county that requires a permit to construct, alter, improve,demolish, EPA RENOVATION,REPAIR AND PAINTING 1RRP1 or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the The EPA Renovation,Repair and Painting(RRP)Rule requires contractors provisions of the Contractor's State License Law(Chapter 9 (commencing with receiving compensation for most work that disturbs paint in a pre-1978 Section 7000)of Division 3 of the Business and Professions Code)or that he or residence or childcare facility to be RRP-certified firths and comply with she is exempt from licensure and the basis for the alleged exemption. Any required practices.This includes rental property owners and property violation of Section 7031.5 by any Applicant for a permit subjects the applicant to managers who do the paint-disturbing work themselves or through their a civil penalty of not more than($500).) employees.For more Information about EPA's Renovation Program visit: ❑ I, as owner of the roe www.epa.govilead or contact the National Lead Information Center at property,rty, or my employees with wages as their sole 1-800-424-LEAD(5323). compensation,will do( )all of or( )porting of the work, and the structure is not intended or offered for sale.(Section 7044,Business and Professions Code; The Contractor's State License Law does not apply to an owner of a property ❑An EPA Lead-Safe Certified Renovator will be responsible for this project who, through employees' or personal effort, builds or improves the property, provided that the improvements are not intended or offered for sale.If,however, Certified Firm Name: the building or improvement is sold within one year of completion, the Owner- Builder will have the burden of proving that it was not built or improved for the Finn Certification No.: purpose of sale). ❑ I, as owner of the property an exclusively contracting with licensed No EPA Lead-Safe Certified Finn is required for this project because: contractors to construct the project(Section 7044, Business and Professions Code:The Contractor's License Law does not apply to an owner of a property who builds or Improves thereon, and who contracts for the projects with a licensed contractor(s)pursuant to the Contractors State License Law). If your project does not comply with EPA RRP rule please fill out the RRP Acknowledgement. City of Menifee PMT15-02891 9/25/2015 [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Menifee PLAN CHECK NO.: PMT15-02891 PREPARED BY: David Yao DATE: 9/25/2015 BUILDING ADDRESS: 28818 Lindenberger Rd. BUILDING OCCUPANCY: BUILDING FAREA Valuation Reg. VALUE ($) PORTION ( Sq. Ft.) Multiplier Mod. cell tower revisions Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code mnf Manual Input Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: .❑ Complete Review ❑ Structural Only ❑ El Other Repetitive Fee � =l RepeatsHourly 2 Hrs. @ —J EsGil Fee $105.00 $210.00 Based on hourly rate Comments: Sheet 1 of 1 macvalue.doc+ G\YY pF CITY OF MENIFEE MENIFEE., ° Community Development Department \e. r Robert A. Brady - Interim Community Development Director pity of Menifee Scott A. Mann September 15, 2015 Building &Safety Dept. O Mayor SEP 17 2015 American Tower John V. Denver 19100 Von Karman Avenue, Suite 200 Mayor Pro Tern Irvin, CA92612 Received v District 4 RE: Hourly Research No. 2015-182 "IE5789 Menifee Valley ATC T- Mobile Minor Modification" Greg August Councitmember I, Tamara Harrison, Assistant Planner, have conducted the research you District requested regarding the T-Mobile Wireless minor modifications project on Lindenberger Road, north of Domenigoni Parkway, south of Rock Canyon Road Matthew Liesemeyer and east of Lindenberger Road, more specifically Assessor's Parcel Number 340- Councitmember 442-015). District 2 Proposed Modifications Vacant Councitmember The Community Development Department understands that T-Mobile proposes to District modify its existing antennas and equipment in an existing unmanned wireless facility. The improvements would consist of the following: • Installation of three new panel antennas • Installation of three new RRU's .^ • Paint to match as required. The modifications contemplated by this Hourly Research application do not include changes in tower height or expansion of the lease area or ground equipment layout. The existing lattice tower and communication equipment were previously approved by a number of permits issued by the County of Riverside's Building and Safety and Planning Departments including the following: • Plot Plan No. 21271 — Co-location of twelve panel antennas to be located on the existing 103 foot lattice tower, Installation of a 250 square foot equipment pad for new wireless equipment cabinets. The project also included the installation of wireless coaxial cable to run from the equipment cabinets to the panel antennas and electric power and telecommunication service run to the prefabricated equipment shelter. • BNR000188-Unmanned telecommunication shelter with 10 foot by 20 foot equipment shelter. • BXX003855- 105 foot monopole to unmanned telecommunications 29714 Haun Road facility. Menifee,CA 92586 Phone 951.672.6777 Fax 951.6793843 vww.cityofine nifee.us Community Development Department Determination The Community Development Department has determined that the proposed changes to the wireless communication facility, as described above, would substantially conform to the existing approvals and the existing tower. The Community Development Department noted that the existing ground-mounted equipment is currently screened within the existing perimeter landscaping. The new panel antennas and RRU's will be painted to blend with the existing panel antennas and RRU's; therefore, the proposal will have a negligible visual impact. Should you have any further question, you may contact me via e-mail at tharrison(a.citvofinenifee.us or by phone at(951)639-1368 ext. 127. Sinceiply, T� p Tamara Harrison, Assistant Planner F 1198 AMERICAN TOWER° Building C;it g &of Safety Dept. CITY OF M€NIFEET ° " SEP 17 2015 >r, BUIWM8PIR ERAEPARTMENT o PLAN APPROVAL SITE NO: See Site List Below SITE NAME: See Site List Below Received ADDRESS:See Site List Belo�{, D KEVIEWED BY� � I, Margaret Robinson, Senior Counsel, US Tower Division,on beh If of American� r°, Owner of the tower facility located at the address identified below(the"Tower Facilities"),do hereby authorize The Derna ■ Group,LLC, d/b/a The Dema'4Nlitlltlk91itht ssefikathtdt �li[+U4I��ta$ Rr wer's non-exclusive . iW4Y agent for the purpose of filing ¢s�gy{r� yjjajp�i 1 do ermlf an /or electrical permit `1Y� fo 3�etlf �edI �.., Pe application(s) and approvals , juj u 1 t, �urishcti n, or an to con�tlUMe construction of the 0 installation of antennas and r band te�4�4eccoo!!&��m�unlcahoinse �l R MSt� 95**4 tbity located at the above address. This installatio�i s1ia1��t8��'fl�69Njoining lands and will occur only within the area leased by American Tower. 46010 American Tower understands that the application may be denied, modified or approved with conditions. The above authorization is limited to the acceptance by American Tower of conditions related to American VVV Tower's installation. Any such conditions of approval or modifications will not be effective unless approved in writing by American Tower. The above authorization does not permit The Dema Group to modify or alter any existing permit(s)and/or zoning or land-use conditions or impose any additional conditions unrelated to American Tower's installation of telecommunications equipment without the prior written approval of American Tower. 1 Site Authorized: Asset Number Site Name Site Address Site City Site Site Zip State 274465 Fontana-Citrus CA 6428 Catawba Avenue Fontana CA 92336 302266 West Covina 551 E.Vine St West Covina CA 91790 8672 Daniel Peak CA 40700 Soboba Road Bannings CA 92583 302244 Covina 1476 Industrial Park St. Covina CA 91722 302052 Lake Mathews 12231 El Sobrante Rd Riverside CA 92503 302068 Menifee Valley 28818 Lindenberger Menifee CA 92584 Road 302391 John Ford 7314 Scout Ave. Bell CA 90201 302232 Long Beach Harbor 1411 W.14th Street Long Beach CA 90813 302262 Buena Park CA 2 8351 La Palma Ave Buena Park CA 90620 10 Presidential Way • Woburn,MA 01801 • 781.926.4500 ofrKe • 781.926.4555 Fax • www.americantowerxoln AMERICAN TOWER• c 0Rv0 a/.T 10 x 310952 Candlewood 14374 Telegraph Rd Whittier CA 90604 Rebuild CA 302318 Torrance Hospital 1808 Abalone Ave Torrance CA 90501 302289 Compton CA 7 971 W.Rosecrans Compton CA 90222 300589 Harbour Lake 24180 South Vermont Harbor City CA 90710 Avenue 8003 Frazier Mountain Frazier Mtn,top of Los Padres CA 93252 Forest Service Road Ntl Forest 8N04 8023 South Mountain#1 19800 South Mountain Somis CA 93060 CA Road 302325 Morro Bay 715 San Joaquin Morro Bay CA 93442 310951 Roxford 1eebuild 12881 Bradley Ave Sylmar CA 91342 CA 91527 200 S. 200 1/2 S.Barrington Los Angeles CA 90049 BARRINGTON Ave.,Brentwood AVE 311608 Personal Storage 10847 Vanowen Street Burbank CA 91505 CA 302309 Oxnard CA 7 560 E.Third Street Oxnard CA 93030 274333 Sunnyside Water 3070 W Avenue N3 Palmdale CA 93551 Company CA Signature. Margaret Robinson,Senior Counsel US Tower Division 10 Presidential Way • Woburn,MA 01801 0 781.926.4500 Office • 781.926.4555 Fax • unm.ameriwntower.mm AMERICAN TOWER° C O A PO R A l ON NOTARYBLOCK COMMONWEALTH OF MASSACHUSETTS County of Middlesex This instrument was acknowledged before me by Margaret Robinson, Senior Counsel of American Tower (Tower Facility owner),personally known to me(or proved to me on the basis of satisfactory evidence)to be the person whose name is subscribed to the within instrument and acknowledged to me that he/she executed the same. vA WITNESS my hand and official seal,this day of 2015 . NOTARY SEAL GENYS E.PEREZ Notary Publlo 0 Corrvnonwaa0h of Monochusaft Q1�,,�� My Co�rnNr o 2E�es Notary Public%U��_ My Commission Expires: SQly Of, 20 d L • American Tower as used herein is defined as American Tower Asset Sub,LLC and any of its affiliates or subsidiaries. 10 Presidential Way • Wobum,MA 01801 s 781.926.4500 Office • 781,926.4555 Fax • www.amedcantower.com City of Menifee Building & Safety Dept. SEP 1 12015 AMERICAN TOWER" ReCeiVeRw C O R P 0 R A T 1 O N Structural Analysis Report CL1 Structure : 100 ft Self Supported Tower �V ATC Site Name : Menifee Valley, CA ATC Site Number : 302068 CITY OF MENIFEE r Engineering Number 63321821 BUILDING AND SAFETY DEPARTMENT Proposed Carrier T-Mobile PLAN APPROVAL Carrier Site Name 00 : IE5789 Menifee Valley ATC 0 8 1015 Carrier Site Number : IE25789A REVIEWED B OCTO Site Location : 28818 Lindenberger Road DATE � Menifee, CA%3td114IMe plans shall not be construed to be a permit for,or an to 33.696111,-14.qy49L0f9violation of any provisions of thz federal,state or city ' regulations and ordinances. This set of approved plans must be kept on the County : Riverside jobsite until completion. Date : August 4, 2015 Max Usage : 59% Result : Pass Reviewed by: Tyler Barker, PE Structural Team Leader Prepared By: �pFESS/p Joshua J. Ferguson M B ��F2m p. A �Z- QC C 80327 X sT"9T Cf V 11. ��Q OF CALtFCQ Aug 5 2015 9:54 AM ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919466-5414 fax-www.americantower.com A Eng. Number 63321821 August 4, 2015 AMERICAN TOWER' CORPORATION Table of Contents Introduction .................................................................................................................................... 1 SupportingDocuments.................................................................................................................... 1 Analysis........................................................................................................................................... 1 Conclusion....................................................................................................................................... 1 Existing and Reserved Equipment..................................................................................................... 2 Equipmentto be Removed............................................................................................................... 2 ProposedEquipment....................................................................................................................... 2 StructureUsages.............................................................................................................................. 3 Foundations..................................................................................................................................... 3 Deflection,Twist,and Sway............................................................................................................... 3 StandardConditions......................................................................................................................... 4 Calculations......................................................................................................................... Attached ATC TowNSmim LLC-35M Regency Parkway,SURe 100-Cary,NC 1751g-91946"112 Office-919-466-5414 Fax-www.ameriantower.com Eng. Number 63321821 August 4, 2015 AMERICANTOWERR Page 1 CO R YO R AT ION Introduction The purpose of this report is to summarize results of a structural analysis performed on the 100 ft self supported tower to reflect the change in loading byT-Mobile. Supporting Documents Tower Drawings Sterling,Paul J.Ford Job#20000-685,dated September 27,2000 Foundation Drawing Sterling Paul J.Ford Job#20000-685,dated September 27,2000 Geotechnical Report RYA Site#CA-7228E,dated September 2,2000 Analysis The tower was analyzed using American Tower Corporation's tower analysis software.This program considers an elastic three-dimensional model and second-order effects per ANSI/TIA-222. Basic Wind Speed: 85 mph(3-Second Gust,Vim)/110 mph(3-Second Gust,VuLT) Basic Wind Speed w/Ice: No Ice Considered Code: ANSI/TIA-222-G/2012 IBC/2013 California Building Code Structure Class: II Exposure Category: C Topographic Category: 1 Crest Height: 0 ft Conclusion Based on the analysis results,the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please contact American Tower via email at Engineering@americantower.com. Please include the American Tower site name, site number,and engineering number in the subject line for any questions. ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.amencantower.com Eng. Number 63321821 August 4, 2015 AMERICANTOWER° Page 2 CO RYO RATION Existing and Reserved Equipment Elevation'(ft) Mount RAIDCKY Antenna Mount Type Lines Carrier 100.0 103.0 1 9 48"x 12"Panel Low Profile Platform (12)15/8"Coax Sprint Nextel 3 72"x 12"Panel 2 Raycap DC6-48-60-18-8F 3 Ericsson RRUS 11(Band 12)(55 lb) (12)15/8"Coax 92.0 92.0 6 Ericsson KRY 112 76/1 Sector Frames (6)7/8"Coax AT&T Mobility 3 Ericsson AIR 21 B4A/12-B5P 2AM (2)0.78"8 AWG 6 9 Andrew SBNH-1D6565C (1)0.39"Fiber 6 14"x 9"TTA 82.0 82.0 6 Andrew UMWD-03319-XDM Sector Frames (12)7/8"Coax Metro PCs 9 Andrew SBNH-1D6565B (12)7/8"Coax 73.0 73.0 6 Ericsson B_2- T-Arms (2)15/8"Fiber Verizon 3 Antel eXA-1850605060/8 FP (1)0.32"Cable 1 Raycap RCMD-3315-PF48 60.0 60.0 I - - Sector Frames (6)7/8"Coax T-Mobile Equipment to be Removed Elevation'(ft) Mount I RAD QtY Antenna Mount Type Lines Carrier 60.0 60.0 - - - (1)11/4"(1.25")Fiber 3 Ericsson KRY 112144/1 T-Mobile 52.0 52.0 3 Ericsson AIR 21,1.3 M,82A B4P - (6)7/8"Coax 3 Ericsson AIR 21,1.3M,64A B2P Proposed Equipment Elevation'(ft) Qty Antenna Mount Type Lines Carrier Mountl RAD 3 Commscope LNX-6515DS-A1M 3 Ericsson RRUS 31 B12 8"Coax 7/ 60.0 60.0 1 Raycap DC6-48-60-18-SF("Squid") Sector frames ((6)(6)7/"Hybrid T-Mobile 3 Ericsson AIR 21,1.3 M,B2A B4P 3 Ericsson AIR 21,1.3M,B4A B2P 'Mount elevation is defined as height above bottom of steel structure to the bottom of mount,RAD elevation is defined as center of antenna above ground level(AGL). Install proposed coax in the place of the existing T-Mobile coax. ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919468-0112 Office-919466-5414 Fax-www.americantower.com Eng. Number 63321821 August 4, 2015 AMERICAN TOWER' Page 3 CORPORgiIOM Structure Usages Structural Component Controlling Usage Pass/Fail Legs 52% Pass Diagonals 59% Pass Horizontals 4% Pass Anchor Bolts 40% Pass Leg Bolts 44% Pass Foundations Original Design Factored Design Reaction Component Analysis Reactions %of Design Reactions Reactions* Uplift (Kips) 196.0 264.6 144.9 55% Axial (Kips) 217.0 293.0 166.1 57% Shear(Kips) 18.9 25.5 15.7 62% *The design reactions are factored by 1.35 per ANSI/TIA422•G,Sec.15.5.1 The structure base reactions resulting from this analysis are acceptable when compared to those shown on the original structure drawings,therefore no modification or reinforcement of the foundation will be required. Deflection,Twist and Sway* Antenna Deflection Sway Elevation Antenna Carrier (ft) Twist(") (Rotation) (°) (ft) Commscope LNX-6515DS-AIM Ericsson AIR 21,1.3 M, B2A B4P 60.0 Ericsson AIR 21, 1.3M, 114A 82P T-Mobile 0.055 0.006 0.099 Ericsson RRUS 11 B12 Raycap DC6-48-60-18-8F ("Squid") *Deflection,Twist and Sway was evaluated considering a design wind speed of 60 mph(3-Second Gust)per ANSI/TIA-222-G ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919468-0112 Office-919466-5414 Fax-www.americantower.com AMERICAN TOWER' CO PP O AATI ON Standard Conditions All engineering services are performed on the basis that the information used is current and correct. This information may consist of, but is not necessary limited,to: Information supplied by the client regarding the structure itself,antenna, mounts and feed line loading on the structure and its components, or other relevant information. Information from drawings in the possession of American Tower Corporation,or generated by field inspections or measurements of the structure. It is the responsibility of the client to ensure that the information provided to ATC Tower Services U-C and used in the performance of our engineering services is correct and complete. In the absence of information to the contrary, we assume that all structures were constructed in accordance with the drawings and specifications and that their capacity has not significantly changed from the "as new" condition. Unless explicitly agreed by both the client and American Tower Corporation, all services will be performed in accordance with the current revision of ANSI/TIA-222.The design basic wind speed will be determined based on the minimum basic wind speed as prescribed in ANSI/TIA-222.Although every effort is taken to ensure that the loading considered is adequate to meet the requirements of all applicable regulatory entities, we can provide no assurance to meet any other local and state codes or requirements. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes,the client shall specify the exact requirement. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services LLC is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. 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Alinghlsresewed. Site Name: Menifee Valley, CA Engineering Number: 63321821 8/4/2015 5:49:37 PM Customer: AT&T Mobility Tower Loading Discrete Appurtenance Properties 1.21)+1.6W Elevation Description Qty Wt. EPA Length Width Depth K, Orient. Vert. M, Q, Fa (WL) P,(DL) (ft) (lb) (sf) (ft) (in) (in) Factor Ecc.(ft) (lb-ft) (psf) (lb) (lb) 100.0 48"x 12" Panel 9 30 5.1 4.0 12.0 6.0 0.80 0.78 3.0 2325.9 20.02 775 389 100.0 72"x 12" Panel 3 45 8.1 6.0 12.0 6.0 0.80 0.79 3.0 1259.2 20.02 420 194 100.0 Round Low Profile 1 1500 21.7 0.0 0.0 0.0 1.00 1.00 3.0 1772.6 20.02 591 2160 92.00 14"x 9"TTA 6 10 1.0 1.2 9.0 4.0 0.80 0.50 0.0 0.0 19.55 67 86 92.00 Andrew SBNH- 9 66 11.4 8.0 11.9 7.1 0.80 0.84 0.0 0.0 19.55 1841 857 92,00 Ericsson AIR 21 3 121 11.5 8.0 12.1 8.7 0.80 0.89 0.0 0.0 19.55 655 523 92.00 Ericsson KRY 112 6 15 0.7 0.9 7.0 4.5 0.80 0.50 0.0 0.0 19.55 45 133 92.00 Ericsson RRUS 11 3 55 2.5 1.5 17.0 7.2 0.80 0.67 0.0 0.0 19.55 108 238 92.00 Flat Light Sector 3 400 17.9 0.0 0.0 0.0 0.75 0.75 0.0 0.0 19.55 803 1728 92.00 Raycap DC6-48-60- 2 33 1.3 2.0 11.0 11.0 0.80 1.00 0.0 0.0 19.55 54 94 82.00 Andrew UMWD- 6 29 5.6 4.8 10.6 5.2 0.80 0.78 0.0 0.0 19.08 547 251 82.00 Rat Light Sector 3 400 17.9 0.0 0.0 0.0 0.75 0.75 0.0 0.0 19.08 784 1728 73.00 Andrew SBNH- 9 47 8.2 6.1 11.9 7.1 0.80 0.83 0.0 0.0 18.62 1237 614 73.00 Antel BXA-186060/8 3 10 3.0 4.1 6.1 3.2 0.80 0.81 0.0 0.0 18.62 146 43 73.00 Ericsson RRUS12 6 57 2.8 1.6 18.5 7.3 0.80 0.67 0.0 0.0 18.62 229 495 73.00 Raycap RCMDC- 1 21 2.5 1.6 15.7 10.3 0.80 0.67 0.0 0.0 18.62 34 31 73.00 Round T-Arm 3 250 9.7 0.0 0.0 0.0 0.75 0.67 0.0 0.0 18.62 370 1080 60.00 Commscope LNX- 3 50 11.4 8.0 11.9 7.1 0.80 0.84 0.0 0.0 17.87 561 217 60.00 Ericsson AIR 21,13 3 83 6.1 4.7 12.0 8.0 0.80 0.86 0.0 0.0 17.87 303 359 60.00 Ericsson AIR 21, 3 82 6.1 4.7 12.1 7.9 0.80 0.85 0.0 0.0 17.87 302 352 60.00 Ericsson RRUS 11 3 51 2.8 1.6 17.0 7.2 0.80 0.67 0.0 0.0 17.87 109 219 60.00 Rat Light Sector 3 400 17.9 0.0 0.0 0.0 0.75 0.75 0.0 0.0 17.87 734 1728 60.00 Raycap DC6-48-60- 1 32 1.3 2.0 11.0 11.0 0.80 1.00 0.0 0.0 17.87 25 46 Totals 92 9420 656.2 Discrete Appurtenance Properties 0.91)+1.6W Elevation Description City Wt. EPA Length Width Depth K, Orient. Vert. M, Q, F. (WL) P,(DL) (ft) (lb) (sf) (ft) (in) (in) Factor Ecc.(ft) (lb-ft) (psf) (lb) (lb) 100.0 48"x 12" Panel 9 30 5.1 4.0 12.0 6.0 0.80 0.78 3.0 2325.9 20.02 775 219 100.0 72"x 12" Panel 3 45 8.1 6.0 12.0 6.0 0.80 0.79 3.0 1259.2 20.02 420 109 100.0 Round Low Profile 1 1500 21.7 0.0 0.0 0.0 1.00 1.00 3.0 1772.6 20.02 591 1215 92.00 14"x 9"TTA 6 10 1.0 1.2 9.0 4.0 0.80 0.50 0.0 0.0 19.55 67 49 92.00 Andrew SBNH- 9 66 11.4 8.0 11.9 7.1 0.80 0.84 0.0 0.0 19.55 1841 482 92.00 Ericsson AIR 21 3 121 11.5 8.0 12.1 8.7 0.80 0.89 0.0 0.0 19.55 655 294 92.00 Ericsson KRY 112 6 15 0.7 0.9 7.0 4.5 0.80 0.50 0.0 0.0 1955 45 75 92.00 Ericsson RRUS 11 3 55 2.5 1.5 17.0 7.2 0.80 0.67 0.0 0.0 19.55 108 134 92.00 Rat Light Sector 3 400 17.9 0.0 0.0 0.0 0.75 0.75 0.0 0.0 19.55 803 972 92.00 Raycap DC6.48-60- 2 33 1.3 2.0 11.0 11.0 0.80 1.00 0.0 0.0 19.55 54 53 82.00 Andrew UMWD- 6 29 5.6 4.8 10.6 5.2 0.80 0.78 0.0 0.0 19.08 547 141 82.00 Flat Light Sector 3 400 17.9 0.0 0.0 0.0 0.75 0.75 0.0 0.0 19.08 784 972 73.00 Andrew SBNH- 9 47 8.2 6.1 11.9 7.1 0.80 0.83 0.0 0.0 18.62 1237 346 73.00 Antel BXA-185060/8 3 10 3.0 4.1 6.1 3.2 0.80 0.81 0.0 0.0 18.62 146 24 73.00 Ericsson RRUS12 6 57 2.8 1.5 18.5 7.3 0.80 0.67 0.0 0.0 18.62 229 278 73.00 Raycap RCMDC- 1 21 2.5 1.6 15.7 10.3 0.80 0.67 0.0 0.0 18.62 34 17 73.00 Round T-Arm 3 250 9.7 0.0 0.0 0.0 0.75 0.67 0.0 0.0 18.62 370 608 60.00 Commscope LNX- 3 50 11.4 8.0 11.9 7.1 0.80 0.84 0.0 0.0 17.87 561 122 60.00 Ericsson AIR 21,1.3 3 83 6.1 4.7 12.0 8.0 0.80 0.86 0.0 0.0 17.87 303 202 60.00 Ericsson AIR 21, 3 82 6.1 4.7 12.1 7.9 0.80 0.85 0.0 0.0 17.87 302 198 60.00 Ericsson RRUS 11 3 51 2.8 1.6 17.0 7.2 0.80 0.67 0.0 0.0 17.87 109 123 60.00 Flat Light Sector 3 400 17.9 0.0 0.0 0.0 0.75 0.75 0.0 0.0 17.87 734 972 60.00 Raycap DC6-48.60- 1 32 1.3 2.0 11.0 11.0 0.80 1.00 0.0 0.0 17.87 25 26 Page 1 Site Number: 302068 Code: ANSIITIA-222-G 0 2007-2015byATCIPLLC. Alinghtsresewed. Site Name: Menifee Valley, CA Engineering Number: 63321821 8/4/2015 5:49:37 PM Customer: AT&T Mobility Tower Loading Totals 92 9420 656.2 Discrete Appurtenance Properties 1.013+1.OW Service Elevation Description Oty Wt. EPA Length Width Depth K. Orient. Vert. M� Q� F. (WL) P,(DL) (ft) (lb) (sf) (ft) (in) (in) Factor Ecc.(ft) (lb-ft) (psf) (lb) (lb) 100.0 48"x 12"Panel 9 30 5.1 4.0 12.0 6.0 0.80 0.78 3.0 724.3 9.98 241 270 100.0 72"x 12"Panel 3 45 8.1 6.0 12.0 6.0 0.80 0.79 3.0 392.1 9.98 131 135 100.0 Round Low Profile 1 1500 21.7 0.0 0.0 0.0 1.00 1.00 3.0 552.0 9.98 184 1500 92.00 14"x 9"TTA 6 10 1.0 1.2 9.0 4.0 0.80 0.50 0.0 0.0 9.74 21 60 92.00 Andrew SBNH- 9 66 11.4 8.0 11.9 7.1 0.80 0.84 0.0 0.0 9.74 573 595 92.00 Ericsson AIR 21 3 121 11.5 8.0 12.1 8.7 0.80 0.89 0.0 0.0 9.74 204 363 92.00 Ericsson KRY 112 6 15 0.7 0.9 7.0 4.5 0.80 0.50 0.0 0.0 9.74 14 92 92.00 Ericsson RRUS 11 3 55 2.5 1.5 17.0 7.2 0.80 0.67 0.0 0.0 9.74 34 165 92.00 Flat Light Sector 3 400 17.9 0.0 0.0 0.0 0.75 0.75 0.0 0.0 9.74 250 1200 92.00 Raycap DC6-48-60- 2 33 1.3 2.0 11.0 11.0 0.80 1.00 0.0 0.0 9.74 17 66 82.00 Andrew UMWD- 6 29 5.6 4.8 10.6 5.2 0.80 0.78 0.0 0.0 9.51 170 174 82.00 Rat Light Sector 3 400 17.9 0.0 0.0 0.0 0.75 0.75 0.0 0.0 9.51 244 1200 73.00 Andrew SBNH- 9 47 8.2 6.1 11.9 7.1 0.80 0.83 0.0 0.0 9.28 385 427 73.00 Antel BXA-18506018 3 10 3.0 4.1 6.1 3.2 0.80 0.81 0.0 0.0 9.28 45 30 73.00 Ericsson RRUS12 6 57 2.8 1.5 18.5 7.3 0.80 0.67 0.0 0.0 9.28 71 344 73.00 Raycap RCMDC- 1 21 2.5 1.6 15.7 10.3 0.80 0.67 0.0 0.0 9.28 11 21 73.00 Round T-Arm 3 250 9.7 0.0 0.0 0.0 0.75 0.67 0.0 0.0 9.28 115 750 60.00 Commscope LNX- 3 50 11.4 8.0 11.9 7.1 0.80 0.84 0.0 0.0 8.90 175 151 60.00 Ericsson AIR 21,1.3 3 83 6.1 4.7 12.0 8.0 0.80 0.86 0.0 0.0 8.90 95 249 60.00 Ericsson AIR 21, 3 82 6.1 4.7 12.1 7.9 0.80 0.85 0.0 0.0 8.90 94 245 60.00 Ericsson RRUS 11 3 51 2.8 1.6 17.0 7.2 0.80 0.67 0.0 0.0 8.90 34 152 60.00 Rat Light Sector 3 400 17.9 0.0 0.0 0.0 0.75 0.75 0.0 0.0 8.90 229 1200 60.00 Raycap DC6.48.60- 1 32 1.3 2.0 11.0 11.0 0.80 1.00 0.0 0.0 8.90 8 32 Totals 92 9420 656.2 Page 2 Site Number: 302068 Code: ANSI/TIA-222-G 0 200 7-2015byATCIPLLC. Alldghtsresewed. Site Name: Menifee Valley,CA Engineering Number: 63321821 8/4/2015 5:49:37 PM Customer: AT&T Mobility Tower Loading Linear Appurtenance Properties Elev Elev Out From To Width Weight Pct Spread On Bundling Cluster Of Spacing Orientation Ka (ft) (ft) Description Oty (in) (lb/ft) In Block Faces Arrangement Dia(in) Zone (in) Factor Override 0.00 100.0 1 5/8" Coax 12 1.98 0.82 0 1 Individual 0.00 N 1.00 1.00 0.00 0.00 100.0 Waveguide 1 2.00 6.00 0 1 Individual 0.00 N 1.00 1.00 0.00 0.00 92.00 0.39" Fiber 1 0.39 0.06 0 Lin App Individual 0.00 N 0.00 1.00 0.01 0.00 92.00 0.78"8AWG6 2 0.78 0.59 0 Lin App Individual 0.00 N 0.00 1.00 0.01 0.00 92.00 1 5/8" Coax 12 1.98 0.82 33 1 Block 0.00 N 1.00 1.00 0.00 0.00 92.00 7/8" Coax 6 1.09 0.33 33 Lin App Block 0.00 N 1.00 1.00 0.00 0.00 82.00 7/8" Coax 12 1.09 0.33 33 1 Block 0.00 N 0.00 1.00 0.00 0.00 73.00 0.32"(8.1 mm) 1 0.32 0.06 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 73.00 1 5/8"Fiber 2 1.63 1.61 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 73.00 7/8" Coax 12 1.09 0.33 33 3 Block 0.00 N 0.00 1.00 0.00 0.00 73.00 Wave Guide 1 2.00 6.00 0 3 Individual 0.00 N 1.00 1.00 0.00 0.00 60.00 1.24"Hybrid 1 1.24 1.05 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 60.00 7/8" Coax 6 1.09 0.33 33 1 Block 0.00 N 0.00 1.00 0.00 0.00 60.00 Waveguide 1 2.00 6.00 0 Lin App Individual 0.00 N 1.00 1.00 0.00 Page 3 Site Number: 302068 Code: ANSI/TIA-222-G 0 2007-2015byATCIPLLC. All rights reserved. Site Name: Menifee Valley,CA Engineering Number: 63321821 814/2015 5:49:37 PM Customer: AT&T Mobility Section Forces LoadCase 1.2D+ 1.6W Normal 85.00 mph Normal to Face with No Ice Gust Response Factor (Gh): 0.85 Wind Importance Factor(Iw) : 1.00 Section Bev. R A, Ar Ice A. a C, Dt Dr T„ A. EPA, EPA„ Wt. Ice Wt. F„ F, Force (ft) (psf) (sf) is f) (sf) (in) (s.) (sf) (sf) (lb) (lb) (lb) (lb) (lb) 5 90.00 19.46 14.38 9.58 0.00 0.16 2.74 1.00 1.00 0.0 19.82 59.71 0.00 1821 0 1438 1214 2653 4 70.00 18.46 11.90 15.00 0.00 0.17 2.68 1.00 1.00 0.0 18.54 87.72 0.00 2430 0 1249 1754 3003 3 50.00 17.20 12.59 18.56 0.00 0.18 2.66 1.00 1.00 0.0 21.39 102.55 0.00 3520 0 1332 1961 3292 2 30.00 15.44 13.48 22.11 0,00 0.17 2.69 1.00 1.00 0.0 24.39 102.55 0.00 4132 0 1380 1761 3141 1 10.00 13.36 14.69 22.11 0.00 0.15 2.76 1.00 1.00 0.0 25.13 102.55 0.00 4197 0 1261 1524 2785 16100 0 14874 LoadCase 1.2D+ 1.6W 60 den 85.00 mph 60 deg with No Ice Gust Response Factor (Gh): 0.85 Wind Importance Factor(lw): 1.00 Section Bev, O A, Ar Ice A, a C, D, Dr T,: A. EPA, EPA„ Wt. Ice Wt. F„ F. Force (ft) (psf) is f) is f) (sf) (in) (s,) (sf) (s f) (lb) (lb) (lb) (lb) (lb) 5 90.00 19.46 14.38 9.58 0.00 0.16 2.74 0.80 1.00 0.0 16.95 59.71 0.00 1821 0 1230 1214 2444 4 70.00 18.46 11.90 15.00 0.00 0.17 2.68 0.80 1.00 0.0 16.16 87.72 0.00 2430 0 1089 1754 2843 3 50.00 17.20 12.59 18.56 0.00 0.18 2.66 0.80 1.00 0.0 18.87 102.55 0.00 3520 0 1175 1961 3135 2 30.00 15.44 13.48 22.11 0.00 0.17 2.69 0.80 1.00 0.0 21.69 102.55 0.00 4132 0 1228 1761 2988 1 10.00 13.36 14.69 22.11 0.00 0.15 2.76 0.80 1.00 0.0 22.19 102.55 0.00 4197 0 1114 1524 2637 16100 0 14048 LoadCase 1.2D+ 1.6W 90 den 85.00 mph 90 deg with No Ice Gust Response Factor (Gh): 0.85 Wind Importance Factor(Iw): 1.00 Section Bev. R A, Ar Ice A, a C, Dt Dr T„ A. EPA, EPA„ Wt. Ice Wt. F„ F, Force (ft) (psf) (sf) (sf) (sf) (in) (s.) is f) (sf) (lb) (lb) (lb) (lb) (lb) 5 90.00 19.46 14.38 9.58 0.00 0.16 2.74 0.85 1.00 0.0 17.67 59.71 0.00 1821 0 1282 1214 2496 4 70.00 18.46 11.90 15.00 0.00 0.17 2.68 0.85 1.00 0.0 16.75 87.72 0.00 2430 0 1129 1754 2883 3 50.00 17.20 12.59 18.56 0.00 0.18 2.66 0.85 1.00 0.0 19.50 102.55 0.00 3520 0 1214 1961 3175 2 30.00 15.44 13.48 22.11 0.00 0.17 2.69 0.85 1.00 0.0 22.37 102.55 0.00 4132 0 1266 1761 3026 1 10.00 13.36 14.69 22.11 0.00 0.15 2.76 0.85 1.00 0.0 22.93 102.55 0.00 4197 0 1151 1524 2674 16100 0 14255 LoadCase 0.9D+ 1.6W Normal 85.00 mph Normal to Face with No Ice (Reduced DL) Gust Response Factor (Gh): 0.85 Wind Importance Factor(Iw) : 1.00 Section Bev. 0 A, Ar Ice A, a C, D, Dr T„ A. EPA, EPA„ Wt. Ice Wt. F„ F, Force (ft) (psf) (sf) is f) (sf) (in) (s.) (sf) Is f) (lb) (lb) (Ib) (lb) (lb) 5 90.00 19.46 14.38 9.58 0.00 0.16 2.74 1.00 1.00 0.0 19.82 59.71 0.00 1366 0 1438 1214 2653 4 70.00 18.46 11.90 15.00 0.00 0.17 2.68 1.00 1.00 0.0 18.54 87.72 0.00 1822 0 1249 1754 3003 3 50.00 17.20 12.59 18.56 0.00 0.18 2.66 1.00 1.00 0.0 21.39 102.55 0.00 2640 0 1332 1961 3292 2 30.00 15.44 13.48 22.11 0.00 0.17 2.69 1.00 1.00 0.0 24.39 102.55 0.00 3099 0 1380 1761 3141 Page 4 Site Number: 302068 Code: ANSITTIA-222-G ©2007-2a75byA7CIPLLC. AOhghtsreserved. Site Name: Menifee Valley,CA Engineering Number: 63321821 8/4/20155:49:37 PM Customer: AT&T Mobility Section Forces 1 10.00 13.36 14.69 22.11 0.00 0.15 2.76 1.00 1.00 0.0 25.13 102.55 0.00 3148 0 1261 1524 2785 12075 0 14874 LoadCase 0.9D+ 1.6W 60 deg 85.00 mph 60 deg with No Ice (Reduced DL) Gust Response Factor (Gh): 0.85 Wind Importance Factor(lw): 1.00 Section Bev. cl A, A, Ice Ar a C, D, D, Tir A, EPA, EPA,; Wt. Ice Wt. F„ F, Force (ft) (psf) Isf) (sf) (sf) (in) (s:) isf) (sf) (lb) (lb) (lb) (lb) (lb) 5 90.00 19.46 14.38 9.58 0.00 0.16 2.74 0.80 1.00 0.0 16.95 59.71 0.00 1366 0 1230 1214 2444 4 70.00 18.46 11.90 15.00 0.00 0.17 2.68 0.80 1.00 0.0 16.16 87.72 0.00 1822 0 1089 1754 2843 3 50.00 17.20 12.59 18.56 0.00 0.18 2.66 0.80 1.00 0.0 18.87 102.55 0.00 2640 0 1175 1961 3135 2 30.00 15.44 13.48 22.11 0.00 0.17 2.69 0.80 1.00 0.0 21.69 102.55 0.00 3099 0 1228 1761 2988 1 10.00 13.36 14.69 22.11 0.00 0.15 2.76 0.80 1.00 0.0 22.19 102.56 0.00 3148 0 1114 1524 2637 12075 0 14048 LoadCase 0.9D+ 1.6W 90 deg 85.00 mph 90 deg with No Ice (Reduced DL) Gust Response Factor (Gh): 0.85 Wind Importance Factor(Iw) : 1.00 Section Bev. C A, Ar Ice Ar a C, D, D, T„ A. EPA, EPA„ Wt. Ice Wt. F,t F. Force (ft) (psf) (sf) (sf) Isf) (in) (s.) (sf) isf) (Ib) (Ib) (lb) (lb) (lb) 5 90.00 19.46 14.38 9.58 0.00 0.16 2.74 0.85 1.00 0.0 17.67 59.71 0.00 1366 0 1282 1214 2496 4 70.00 18.46 11.90 15.00 0.00 0.17 2.68 0.85 1.00 0.0 16.75 87.72 0.00 1822 0 1129 1754 2883 3 50.00 17.20 12.59 18.56 0.00 0.18 2.66 0.85 1.00 0.0 19.50 102.55 0.00 2640 0 1214 1961 3175 2 30.00 15.44 13.48 22.11 0.00 0.17 2.69 0.85 1.00 0.0 22.37 102.55 0.00 3099 0 1266 1761 3026 1 10.00 13.36 14.69 22.11 0.00 0.15 2.76 0.85 1.00 0.0 22.93 102.55 0.00 3148 0 1151 1524 2674 12075 0 14255 LoadCase COD+ 1.OW Service Normal Serviceability -60.00 Wind Normal Gust Response Factor (Gh): 0.85 Wind Importance Factor(lw): 1.00 Section Elev. C A, Ar Ice Ar a C, D, D, T„ A, EPA, EPA„ Wt. Ice Wt. F„ F, Force (ft) (psf) is (sf) (sf) (in) Is.) Isf) (sf) (lb) (lb) (Ib) (lb) (lb) 5 90.00 9.70 14.38 9.58 0.00 0.16 2.74 1.00 1.00 0.0 19.82 59.71 0.00 1517 0 448 378 826 4 70.00 9.20 11.90 15.00 0.00 0.17 2.68 1.00 1.00 0.0 20.46 87.72 0.00 2025 0 429 546 975 3 50.00 8.67 12.59 18.56 0.00 0.18 2.66 1.00 1.00 0.0 23.19 102.55 0.00 2934 0 460 611 1060 2 30.00 7.69 13.48 22.11 0.00 0.17 2.69 1.00 1.00 0.0 23.06 102.55 0.00 3443 0 406 548 955 1 10.00 6.66 14.69 22.11 0.00 0.15 2.76 1.00 1.00 0.0 27.25 102.55 0.00 3497 0 426 474 900 13417 0 4717 LoadCase 1.OD+ 1.OW Service 60 deq Serviceability -60.00 Wind 60 deg Gust Response Factor (Gh): 0.85 Wind Importance Factor(Iw) : 1.00 Section Bev. O� A, A, Ice A, a C, D, D, T„ A. EPA, EPA„ Wt. Ice Wt. F,t F. Force (ft) (psf) isf) isf) (sf) (in) (s;) (sf) (sf) (lb) (lb) (Ib) (lb) (lb) Page 5 Site Number: 302068 Code: ANSITTIA-222-G 02007-2015byATCIPLLC.Alldghlsre ewed. Site Name: Menifee Valley,CA Engineering Number: 63321821 8/4/2015 5:49:37 PM Customer: AT&T Mobility Section Forces 5 90.00 9.70 14.38 9.58 0.00 0.16 2.74 0.80 1.00 0.0 16.95 59.71 0.00 1617 0 383 378 761 4 70.00 9.20 11.90 15.00 0.00 0.17 2.68 0.80 1.00 0.0 18.08 87.72 0.00 2025 0 379 646 926 3 50.00 8.57 12.59 18.56 0.00 0.18 2.66 0.80 1.00 0.0 20.67 102.55 0.00 2934 0 401 611 1011 2 30.00 7.69 13.48 22.11 0.00 0.17 2.69 0.80 1.00 0.0 20.37 102.55 0.00 3443 0 359 548 907 1 10.00 6.66 14.69 22.11 0.00 0.15 2.76 0.80 1.00 0.0 24.31 102.55 0.00 3497 0 380 474 864 13417 0 4460 LoadCase COD+ COW Service 90 den Serviceability -60.00 Wind 90 deg Gust Response Factor (dl): 0.85 Wind Importance Factor(lw): 1.00 Section Elev. O A, Ar Ice Ar a C, D, D, T„ A. EPA, EPA„ Wt. Ice Wt. F„ F. Force (ft) (psf) (sf) (sf) (sf) (in) (s.) (sf) IS f) (lb) (lb) (lb) (lb) (lb) 5 90.00 9.70 14.38 9.58 0.00 0.16 2.74 0.85 1.00 0.0 17.67 59.71 0.00 1517 0 399 378 777 4 70.00 9.20 11.90 15.00 0.00 0.17 2.68 0.85 1.00 0.0 18.67 87.72 0.00 2025 0 392 546 938 3 50.00 8.57 12.59 18.56 0.00 0.18 2.66 0.85 1.00 0.0 21.30 102.55 0.00 2934 0 413 611 1024 2 30.00 7.69 13.48 22.11 0.00 0.17 2.69 0.85 1.00 0.0 21.04 102.55 0.00 3443 0 371 648 919 1 10.00 6.66 14.69 22.11 0.00 0.15 2.76 0.85 1.00 0.0 25.04 102.55 0.00 3497 0 391 474 866 13417 0 4524 Page 6 Site Number: 302068 Code: ANSIITIA-222-G ©2007-2015byATCIPLLC. Alldghtsreserved. Site Name: Menifes Valley,CA Engineering Number: 63321821 8/4/2015 6:49:37 PM Customer: AT&T Mobility Force/Stress Summary Section: 1 Section Bot Elev (ft): 0.00 Height(ft): 20.000 Shear Bear Pu Len Bracing% Fy Phic Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PSP-6.625"x 0.432 -158.37 1.2D+1.6W 10.01 100 100 100 54.7 50.0 303.64 0 0 0.00 0.00 52 Wn"ber X HOW 0.00 0,000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-3X3XO.1875 -6.001.2D+1.6W 90 15.55 50 50 50156.6 36.0 10.04 2 1 24.86 26.10 59 Member Shear Bear Pu Fy Fu Phit Pn Num Num phiRnv phiRn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) /, Controls LEG PSP-6.625"x 0.432 136.50 1.2D+1.6W 60 50 65 378.00 0 0 0.00 0.00 36 Member HOW 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-3X3XO.1875 6.07 1.213+1.6W 90 36 58 30.97 2 1 24.86 20.88 29 Bolt Bear Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Te nsion 118.49 0.91D+1.6W 60 0.00 0 0 Top Compress Ion 137.21 1.21D+1.6W 0.00 0 Bot Te nsion 145.74 0.913+1.6W 60 360.66 40 6 11/8"A449 Bot Compression 166.16 1.21)+1.6W 0.00 0 Section: 2 Section Bot Elev(ft): 20.00 Height(ft): 20.000 Shear Bear Pu Len Bracing% Fy Phic Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PSP-6.625"x 0.432 -128.74 1.2D+1.6W 10.01 100 100 100 54.7 50.0 303.64 0 0 0.00 0.00 42 Member X HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-3X3XO.1875 -6.58 1.2D+1.6W 90 14.32 50 50 50144.2 36.0 11.85 2 1 24.86 26.10 55 MemberZ Shear Bear Pu Fy Fu Phil Pn Num Num phiRnv phiRn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) /, Controls LEG PSP-6.625"x 0.432 111.27 0.9D+1.6W 60 50 65 378.00 0 0 0.00 0.00 29 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-3X3XO.1 875 6.50 1.2D+1.6W 90 36 58 30.97 2 1 24.86 20.88 31 Bolt Bear Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 87.46 0.9D+1.6W 60 0.00 0 0 Top Com press ion 103.28 1.2D+1.6W 0.00 0 Bot Tension 118.49 O.9D+1.6W 60 327.12 36 6 1A325 Sot Compression 137.21 1.2D+1.6W 0.00 0 Page 7 Site Number: 302068 Code: ANSI/TIA-222-G 02007-2015hyATC/PLLC.Alldghtsraserved. Site Name: Menifee Valley,CA Engineering Number: 63321821 8/4/2015 5:49:37 FM Customer: AT&T Mobility Force/Stress Summary Section: 3 Section Bot Elev(ft): 40.00 Height(ft): 20.000 Shear Bear Pu Len Bracing% Py Phic Pn Num Num phiRnv phlRn Use Max Compression Member (kip) Load Case (ft) X Y Z IQIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PSP-6.563"x 0.375 .96.95 1.213+1.6W 6.67 100 100 100 43.6 50.0 239.34 0 0 0.00 0.00 40 Member X HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-2.5X2.5X0.1875 -5.481.21)+1.6W 90 10.97 50 50 50133.1 36.0 11.50 2 1 24.86 26.10 47 MemberZ Shear Bear Pu Fy Fu Phit Pn Num Num pmRnv phnen Use Max To ns ion Mom be r (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PSP-5.563"x 0.375 82.60 0.91)+1.6W 60 50 65 274.96 0 0 0.00 0.00 30 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-2.5X2.5X0.1875 5.59 1.213+1.6W 90 36 58 24.84 2 1 24.86 20.88 26 Bolt Bear Pu phlRnt Use Num Max Splice Forces (kip) Load Case (KIP) % Bolts Bolt Type Top Tension 52.63 0.91)+1.6W 60 0.00 0 0 Top Compression 65.15 1.21)+1.6W 0.00 0 Bot Tens[on 87.46 0.91)+1.6W 60 249.36 35 6 718 A325 Bot Com pression 103.28 1.21)+1.6W 0.00 0 Section: 4 Section Bot Elev(ft): 60.00 Height(ft): 20.000 Shear Bear Pu Len Bracing% Py Phic Pn Num Num phiRnv phiRn Use Max Com presslon Mom bar (kip) Load Case (ft) X Y Z la/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PSP-4.5"x 0.237" .55.91 1.2D+1.6W 6.67 100 100 100 53.0 50.0 116.31 0 0 0.00 0.00 48 MemberX HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-2.SX2.5X0.1875 -6.50 1.2D+1.6W 90 9.910 50 50 50120.1 36.0 13.67 2 1 24.86 26.10 47 WrnberZ Shear Bear Pu Fy Fu Phit Pn Num Num phninv phiRn Use M ax To ns ion Mom be r (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) /, Controls LEG PSP-4.5"x 0.237" 45.91 0.913+1.6W 60 50 65 142.83 0 0 0.00 0.00 32 Member HOW 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-2.5X2.5X0.1875 6.31 1.21)+1.6W 90 36 58 24.84 2 1 24.86 20.88 30 Bolt Bear Pu phiRnt Use Num Max Splice Forces (kip) Load Case (KIP) % Bolts Bolt Type Top Tension 16.51 0.9D+1.6W 60 0.00 0 0 Top Compression 22.84 1.213+1.6W 0.00 0 Bot Tens ion 52.63 0.91)+1.6W 60 120.40 44 4 3/4 A325 Bot Com pros s Ion 66.15 1.213+1.6W 0.00 0 Page 8 Site Number: 302068 Code: ANSIITIA-222-G 0 200 7-2015byATC/PLLC.Alldghtsresewed. Site Name: Menifee Valley,CA Engineering Number: 63321821 8/4/2015 5:49:37 PM Customer: AT&T Mobility Force/Stress Summary Section: 5 Section Bot Elev(ft): 80.00 Height(ft): 20.000 Shear Bear Pu Len Bracing% Fy Phic Pn Num Num phiRnv phlRn Use Max Com pression Mem bar (kip) Load Case (ft) X Y Z NL1R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PSP-2.875"x 0.203 .17.81 1.21)+1.6W 6.67 100 100 100 84.5 50.0 45.51 0 0 0.00 0.00 39 Member X HORIZ CHN-C8 x 11.5 -0.45 1.213+1.6W 60 7.333 100 100 100 140.8 36.0 38.52 4 1 8.96 36.75 4 Bolt Shear DIAG SAE-2X2X0.1875 -3.511.213+1.6W 90 9.910 50 50 50150.9 36.0 7.09 2 1 24.86 26.10 49 Member Shear Bear Pu Fy Fu Phit Pn Num Num phiRnv prllRn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) /, Controls LEG PSP-2.875"x 0.203 11.58 1.21)+1.6W 60 50 65 76.68 0 0 0.00 0.00 15 Member HORR CHN-CS x 11.5 0.39 1.2D+1.6W 90 36 58 106.68 4 1 8.96 32.92 4 Bolt Shear DIAG SAE-2X2X0.1875 3.53 1.2D+1.6W 90 36 58 18.74 2 1 24.86 20.88 18 Member Pu phiRnt Use Num Max Splice Forces (kip) Load Case (KIP) % Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 0.96 1.21)+1.6W 60 0.00 0 Bot Te ns]on 15.51 0.9D+1.6W 60 0.00 0 Bot Compression 22.84 1.213+1.6W 0.00 0 Page 9