Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
PROJECT INFORMATION
FORESITE grOUP August 22, 2018 Ms. Michelle Resch KGPCO, Regional Director —Southeast Region 3305 Highway 60 West Faribault, MN 55021 SCANNED BY St, Lucie County Civil Engineering Graphic Design Landscape Architecture Structural Engineering Telecommunications Transportation Re: M190XSRRV, Sprint Mini Macro Project — Rev I Structural Analysis of New Antenna Pipe Mount & Billboard Structural Opinion Letter SPRINT CASCADE NO : M190XSRRV LAMAR SITE ID No : 20-8755-1 SYSCOM SITE ID NO SITE ADDRESS COUNTY LATITUDE, LONGITUDE FORESITE GROUP JOB NO Ms. Resch: :93398 : 6701 S. US Highway 1 Port Saint Lucie, FL 34952 Saint Lucie : 27.343095' N, 80.32613° W : 921.009 This letter summarizes the structural evaluation for the proposed Antenna Pipe Mount in order to verify thatthe mount meets the requirements of the 2017 Florida Building Code, 6`h Edition and TIA-222-G standard for the proposed loading. The following information was provided to us for the analysis: • The proposed antenna mount information was obtained from the Mini Macro Project Construction Drawings prepared by Foresite Group, dated August 16, 2018. • The proposed antenna loading information was obtained from the Sprint RFDS, dated April 24, 2018. Please note that this analysis is predicated on the assumptions and conditions stated herein. Any deviations from these parameters render this analysis null and void. This analysis does not consider construction loads including but not limited to rigging loads, erection loads, or falling impact loads. Proposed Mount Members 32.3% Sufficient Proposed Mount Plates 31.6% Sufficient Based on our analysis, we conclude that the proposed Antenna Pipe Mount meets the requirements of the 2017 Florida Building Code, 61" Edition and TIA-222-G standard for the proposed loading. If any questions arise from your Sincerely, FORESITE GROUP, INC. George Reynolds, P.E. Senior Project Manager N11E S. REY 0Q`. v10ENSF •, Ai o. 85029 call us at your earliest convenience. 11 File C"V3' 3740 Davinci Ct, Suite 100 • Peachtree Corners, GA 30092 • 770.368.1399 • www.fg-inc.net Ms. Michelle Resch August 22, 2018 M190XSRRV, Florida Mount Analysis Report & Structural Opinion Letter DESIGN CRITERIA Foresite Group created the analysis model using RISA-3D software for the referenced antenna mount. Our analysis was based on the following design criteria. - Analysis Standard 2017 Florida Building Code, 6" Edition / TIA-222-G - Basic Wind Speed 159 mph (Ultimate 3-second gust wind speed) - Exposure Category C—Open Terrain - Structural Category II - Topographic Category 1—No abrupt changes in general topography - Mount Man Load NOTAPPLICABLE APPURTENANCE LOADING Table 1— Final Sprint Loading Summary (Proposed appurtenances are highlighted in bold type) Appurtenance Elevation Quantity Alpha WirelessAW3477-SS 41ft 1 Airspan iRelay 460 38 ft 1 Nokia 473603A Radio w/Integrated GPS 32 ft 1 • Antenna Mount ASTM Specifications (Assumed) - Pipes : ASTM A53 Gr. B with the min. yield strength of 35 ksi - Angles, Plates & U-Bolts : ASTM A36 with the min. yield strength of 36 ksi - Tubes : ASTM A500 Gr. B with min. yield strength of 46 ksi - Bolts : ASTM A325 • Welding Standard - AWS D1.1 Photo 1— Existing Billboard 2 of Ms. Michelle Resch August 22, 2018 GROUNDLINE MOMENT COMPARISON M190XSRRV, Florida Mount Analysis Report & Structural Opinion Letter Existing Billboard Proposed Antenna %Increase Moment @ Groundline Moment @ Ground line Front Area 487.3 kip-ft 4.1 kip-ft 0.85% Side Area 92.9 kip-ft 4.1 kip-ft 4.47% The proposed appurtenances for this upgrade will be attached to the existing billboard as shown in the Construction Drawings prepared by Foresite Group. This addition will represent a negligible change in the weight of the structure (<0.1%) and will have a minimal impact on the moment of the structure, see table above for groundline moment comparison. Per the current code criteria, any alterations to the existing structure cannot increase the force in any structural element by more than 5% with respect to gravity load and 10% with respect to lateral load. We conclude that the existing billboard structure is adequate to support the proposed Sprint loading. CONCLUSIONS & RECOMMENDATIONS Based on our analysis, we conclude that the proposed Antenna Pipe Mount and the existing Billboard structure meet the requirements of the 2017 Florida Building Code, 6`h Edition and TIA-222-G standard for the proposed loading. Please note that this analysis is predicated on the assumptions and conditions stated herein. Any deviations from these parameters render this analysis null and void. This analysis does not consider construction loads including but not limited to rigging loads, erection loads, or falling impact loads. Refer to the RISA output attachment for stress results on specific mount members. Attachments: 1. Mount Structural Analysis Report (13 Sheets) 3 of M190XSRRV MOUNT STRUCTURAL ANALYSIS REPORT FOR PROPOSED SPRINT EQUIPMENT Envelope Only Solution Foresite Group GRG 921.009 M190XSRRV Mount Analysis SK-1 Aug 22, 2018 at 11:17 AM M190XSRRV Mount Analysis.i3d 1 z x Enelope Only Solubon Foresite Group SK-2 GRG I MI9OXSRRV Mount Analysis I Aug 22, 2018 at 11:18 AM MI90XSRW Mount Analysis.f3d Z X -11.41b -6.91 -26.51 Loads: BLC 1, DL wt Self Weight Envelope Only Solution Foresite Group SK - 3 GRG M190XSRRV Mount Analysis Aug 22, 2018 at 11:18 AM 921.009 MI9OXSRRV Mount AnaWts.f3d A Z X Loads: BLC 2, Ice Weight Envelope Only Solution Foresite Group SK - 4 GRG MI90XSRRV Mount Analysis Aug 22, 2018 at 11:19 AM 921.009 M19OXSRRV Mount Ana"s.rdd Z X 15.61b/ft 45.9lb -28.91b -15.31b/ft Loads: BLC 6, Wind Load - 0° Envelope Only Solulion Foresite Group SK- 5 GRG MI90XSRRV Mount Analysis Aug 22, 2018 at 11:19 AM 921.009 MI90XSRW Mount Anatos.r3d A Z X Loads: BLG 7, Wind Load - 90° Envelope Only Solution Foresite Group GRG 921.009 MI9OXSRRV Mount Analysis SK-6 Aug 22, 2018 at 11:19 AM M190XSRRV Mount PnaWs.r3d Member Shear Checks Displayed (Enveloped) Envelope Only Solution Foresite Group GRG 921.009 The maximum shear stress in any of the proposed mount members is 11.7% of the allowable stress. MI90XSRRV Mount Analysis (Env) No Calc 0 1.0 Sato .]5.90 75 0,50 SK-7 Aua 22. 2018 at 11:19 AM I M19OXSPJW MountAnaWs.r3d ( Env ) z x Member Code Checks Displayed (Enveloped) Envelope Only Solution Foresite Group GRG 921.009 The maximum bending stress in any of the proposed mount members is 32.3% of the allowable stress. MI9OXSRRV Mount Analysis SK-8 No Calc > i.o .9P1.0 .]5.90 50.15 o-.so I Aua 22.2018 at 11:19 AM M190XSRRV Mount Analpls.r3d Plate Colo Check Van Miles Bot (LC 20 ) Cksi No Calc 20) 1.0 Bl8 7.897.028.15 05171 5.28 4.41 3.54 2.67 1.8 93 .06 The maximum stress in any of the proposed mount plates is 11.4 ksi, which is less than the allowable combined stress of 36ksi. Member Code Checks Displayed Results for LC 20, 1.2DL+ 1.OWL_330' + 1.OLL1 Foresite Group MI90XSRRV Mount Analysis SK - 9 GRG Aug 22, 2018 at 11:20 AM 921.009 MI90XSRRV Mount Analysis.l3d DCC A Company : Foresite Group RIVA Model Designer : GIRG Job NuName Mmber � 0XSRRV Mount Analysis .009 Checked By: GSR III Basic Load Cases RI C ❑ecrrintinn Catennry X Gravity V f:rnvity 7 rravity .Inint Pnint nisWhntad AraatMP SurfacelP._ Load Combinations n.... i.+;— c o c n P� n r� a r� n r� n r� n rn o r� n r., o ❑., n r� © 5 1 1• 1 onMMMUMMMM----.-.-.-.-.- ® , 1 1' 1 tLL�77�-m®I4I��@ii3.1'•L•Jl''@®��---------_-- m' 721TWOM1 RISA-31D Version 15.0.2 [GA ... \... \... \... \Mount Analysis\AnalysisW ]90XSRRV Mount Analysis.r3d] Page 1 Designer GRG Job Number 921.009 C //�� Company: ""ite Group 1' RISE\ Model Name M 90XSRRV Mount Analysis Checked By: GSR Load Combinations (Continued) n.....im;..n e o e n M- o ro n on n U- n e.. G e.. a e., o e.. G on n P� 45 1.2DL+).OWL 180'+1.0... Yes y IDL 1.2 W. -1 0... 1 46 11.2DL+I.OWL 210°+1.0... Yes Y DL 1.2 W...86 W.. -.5 0... 1 47 1.2DL+I.OWL_225°+1.0... Yes Y DL 1.2 W .707W...7070... 1 48 1.2DL+I.OWL_240°+1.0... Yes Y DL 1.2 W.- -.5 W. .86 0... 1 49 1.2DL + 1.OWL_270° + 1.0... Yes Y DL 1.2 W.- -1 0... 1 50 1.2DL+I.OWL_300°+1.0... Yes Y DL 1.2 W- .5 W. .86 0... 1 51 1.2DL+I.OWL_315°+1.0... Yes y DL 1.2 W .707 W...7070... 1 52 1.2DL + 1.OWL_330° + 1.0... Yes Y DL 1.2 W. .866 W.. -.5 0... 1 53 1.2DL + 1.6 LL1 + 0.2131- Ice Yes Y DL 1.2 0... 1.6 SL .2 54 1.2DL+1.6 LL2+0.2DL Ice YesY I IDL 1.2 0... 1.6 SL .2 55 1.2DL + 1.6 LL3 + 0.2DL Ice Yes Y DLI 1.2 0... 1.6 SL .2 56 11.2DL + 1.ODL Ice + I.OWL.. Yes Y DL 1.2 ISL 1 W. .043 0... 1 57 1.2DL + 1.ODL Ice + ).OWL.. Yes Y DL 1.2 SL 1 W...037 W...022 0... 1 58 1.2DL + I.ODL Ice + ).OWL.. Yes y DL 1.2 SL 1 W - .03 W .03 0... 1 59 1.2DL + 1.ODL Ice + 1.OWL.. Yes Y DL 1.2 SL 1 W...022 W...037 0... 1 60 1.2DL+1.ODLIce +).OWL.. YesY DL1.2SL 1 W-.0430... 1. 61 1.2DL+I.ODL Ice +1.OWL.. Yes y DL 1.2 SL 1 W...022 W...037 O... 1 62 1.2DL+I.ODLIce +I.OWL.. Yes Y DL 1.2 SL 1 W.-.03W 1.03 0... 1 63 1.2DL+I.ODL Ice +1.OWL.. YesY I DL 1.2 SL 1 W. .037 W...022 O... 1 64 1.2131 +I.ODL Ice +I.OWL.. Yes y DL 1.2 SL 1 W. .04 0-. 1 65 1.2131-+I.ODL Ice +1.OWL.. Yes y DL 1.2 SL 1 W...037W...0220... 1 66 1.2DL + I.ODL Ice + I.OWL.. Yes y IDL 1.2 ISL 1 W--.O3W -.030... 1 67 1.2DL+I.ODL Ice +1.OWL.. Yes y DL 1.2 SL 1 W.. -.022 W...0370... 1 68 1.2DL+ I.ODL Ice + 1.OWL. Yes y DL 1.2 SL 1 W...0a 0... 1 69 1.2131 +I.ODL Ice +1.OWL.. Yes Y DL 1.2 SL 1 W...022 W...0370... 1 70 1.2DL+1.ODLIce +I.OWL.. fes y DL 1.2 SL 1 W.- .03 W•-.030 ... 1 71 1.2DL+I.ODL Ice +1.OWL.. Yes Y DL 1.2 SL 1 W.-.037 W...0220... 1 72 1.2DL+I.ODL Ice +1.OWL.. Yes y DL 1.2 SL 1 W. .0430... 1 73 1.2DL+I.ODL Ice +1.OWL.. Yes y DL 1.2 SL 1 W...037W...022O... 1 74 1.2DL+I.ODLIce +I.OWL.. es Y DL 1.2 SL 1 W. .03 W .03 0... 1 75 1.2DL+I.ODL Ice +1.OWL.. es Y DLI 1.2 SL 1 W.. .022 W...037O... 1 76 12DL+1.ODL Ice +1.OWL.. es Y DL 1.2 SL 1 W.. .0430... 1 77 1.2DL+I.ODL Ice+1.OWL.. es Y DL 1.2 iSL 1 W...022W...037 O... 1 78 1.2DL+I.ODLIce +).OWL.. es y DL 1.2 SL 1 W.-.O3W. .030 ... 1 79 1.2DL+I.ODL Ice +1.OWL.. es y DL 1.2 SL 1 W .03 W...022O... 1 80 1.2DL+I.ODL Ice +1.OWL.. es Y DL 1.2 SL 1 W...0430... 1 81 1.2DL+I.ODL Ice +1.OWL.. es y DL 1.2 SL 1 W...03 W...02 0... 1 82 1.2DL + I.ODL Ice + 1.OWL.. es Y DL 1.2 SL 1 W -.03W.-.030.. 1 83 1.2DL+I.ODL Ice +1.OWL.. es y DL 1.2 SL 1 W...022W...03 0... 1 84 1.2DL+ 1.ODL Ice + ).OWL.. es y DL 1.2 SL 1 W...04 0... 1 85 1.2DL + 1.ODL Ice + ).OWL.. es Y DL 1.2 SL 1 W...022 W.. -.03 0... 1 86 1.2DL+I.ODLIce +).OWL.. es y DL 1.2 SL 1 W .03 W--.030... 1 87 1.2DL+I.ODL Ice +1.OWL.. es Y DL 1.2 SL 1 W...037 W...0220... 1 88 1.2DL+I.ODLIce +1.OWL.. es Y DL 1.2 SL 1. W...043O... 1 89 1.2DL + 1.ODL Ice + 1.OWL.. es y DL 1.2 SL 1 W...037 W...022 0... 1 90 1.2DL + 1.ODL Ice + 1.OWL.. es y DL 1.2 SL 1 W .03 W. .03 0... 1 91 1.2DL + 1.ODL Ice + 1.OWL.. es Y DL 1.2 SL -1 W.. .022 W...037 0... 1 92 1.2DL + 1.ODL Ice + 1.OWL.. es Y DL 1.2 SL 1 W...043 0... 1 93 11.2DL+I.ODL Ice +1.OWL.. Yes y DL 1.2 SL 1 W...022W...037O... 1 1 94 1.2DL + 1.ODL Ice + 1.OWL.. Yes y DL 1.2 SL 1 W.- -.03 W.- .03 95 1.2DL + 1.ODL Ice + 1.OWL.. es Y DL 1.2 SL 1 W...037 W...022 96 1.2DL + 1.ODL Ice + 1.OWL.. es Y DL 1.2 SL 1 W...04 0... 1 97 1.2DL + 1.ODL Ice + 1.OWL.. es Y DL 1.2 SL 1 W. .037 W...02298 1.2DL + 1.ODL Ice + 1.OWL.. es Y DL 1.2 SL 1 W.- -.03W- -.0399 R 1.2DL + 1.ODL Ice + 1.OWL.. es y DL 1.2 SL 1 W...022W...037100 1.2DL + 1.ODL Ice + 1.OWL.. es y DL 1.2 SL 1 W • .04 0... 1 101 1.2DL + 1.ODL Ice + 1.OWL.. es y DL 1.2 SL 1 W...022 W...037 RISA-3D Version 15.0.2[GA ... \...\...\... \MountAnalysis\Analysis\MI90XSRRV MountAnalysis.r3d] Page 2 A company : Foresite Group 111RISModeluameA N: M 9 XSRRV Mount Analysis Designer GRG Checked By: GSR Load Combinations (Continued) + 1.ODL Ice + Member Primary Data Label I Joint J Joint K.Inint Rntate/den) Sertinn/Shane Tvne nccinn I mf M.ferial ncsinn Rule. 1 1 M1 I N123 N102 RIGID None None RIGID TVDical 2 M2 N123 N96 RIGID None None RIGID Typical 3 M3 N65 N122 RIGID None None RIGID Tvpical 4 M4 N122 N74 RIGID None None RIGID T i-al 5 M5 N246 N225 RIGID None None RIGID Typical 6 M6 N246 N219 RIGID None None RIGID Typical 7 M7 N188 N245 RIGID None None RIGID Typical 8 M8 N245 N197 RIGID None None RIGID T ical 9 M9 N248 N247 PIPE 2.5 Column Pie A53 Gr. B T ical Hot Rolled Steel Desiyn Parameters Label Sha a LeDg"'inl Lbyyfinl Lbzzfinl Lcomp toprinlLcomp bot in L-tor ... Kyy Kzz Cb Function 1 M9 1 PIPE 2.51 144 1 1 1 1 1 1 1 1 1 Lateral Envelope Joint Reactions .Ininf x rlhl I C V rlhl 1 r. 7 rlhl I C MY r4_fn I r my rlr_in I r rul7 r4_w I r 1 N26 max 965.783 20 851.984 7 1404.805 9 0 1 .064 12 .011 13 2 min -897.302 13 -770.205 11 -1364.699 17 1 0 1 -.06 6 -.011 5 3 N45 max 490.713 9 610.637 6 920.81 17 0 1 .051 18 .014 13 4 min -660.925 19 -521.821 12 -971.676 9 0 1 -.045 9 -.016 20 5 N149 max 220.791 9 743.79 11 588.005 10 0 1 .021 17 .005 10 6 min -236.705 17 -666.623 7-537.392 8 0 1 -.02 9 -.005 8 7 N168 max 328.342 10 701.45 12 395.959 8 0 1 .022 6 .005 10 8 min -296.635 8 -628.098 6 -435.897 10 0 1 -.025 12 -.004 8 9 Totals: max 260.199 5 187.333 1 289.705 9 10 min -260.199 13 160.57 11 -289.704 17 Envelope AISC 13th(360-05): LRFD Steel Code Checks eMber oc.in' .. on Dir LhPnc bhl'P7n1t bhi'Mn hi'Mn z-...Cb E n ' 2. a7 9i3 505 3.5963.5963M91 PIPE 323 4LCSher H1-1a RISA-3D Version 15.0.2 [GA ... \... \... \... Wount Analysis\Analysis\M[9OXSRRV Mount Analysis.r3d] Page 3 J5 go/- 'i rd7 This Instrument Prepared By, Michelle J Gillum Lakeland Title, LLC 307 W Highland Drive Lakeland, FL 33813 GRANT OF EASEMENT BY NCD SISTERS, LLC TO TLC PROPERTIES, INC cSM &C%h FwcocrWQ aArEft Pownvu a u�counr Dou a, t0 70 Due ryp" Egsur scoN O 'a ; m S�. Vu61e Co„ *UNITED STATES OF AMERICA * STATE OF FLORIDA *COUNTY OF ST LUCIE +rr►r►a►r•a►rr►r►s•sr•r«rwaa►rrra►asrrr*aaaar«r«rr►rsraasrrar►srrr►+«arrrrr This Grant of Easement ("Agreement") is made this 13ON day of March, 2017, by and betweenckQR&J§PRSJL*LQ, a Florida limited liability company, whose address is 522 NW Sagamore Terrace, Port St Lucie, FL 34983 ("Grantor"), and , a Louisiana Corporation, whose address is 5321 Corporate Boulevard, Baton Rouge, LA 70808 (TIN 72-0640751) ("Grantee") The Grantor, its successors and assigns, do hereby grant, sell and convey unto Grantee, its successors and assigns, a perpetual easement for the location and construction of the -outdoor ady*n*��urqAor structures (the "Sign Location Easement"), which Sign Location Easement is described on Exhibit "A"together with a maintenance, utility, access, visibility, and overhang easement (the "Maintenance, Utility, Access, Visibility, and Overhang Easement"), and all necessary or desirable appurtenances on, over and upon the following described real property (feO11•Y�tiie Crpn 1 oeattoneFiasemenAraan<i=rhtsAeFe,n-- - -- '-"� ea Visibility, and Overhang Easement are referred to herein as the "Easements"), the property subject to the foregoing Easements is described on Exhibit `B" (the "Property") For and in consideration of the sum of Ten Dollars ($10 00) and other good and valuable consideration to Grantor in hand paid by Grantee, the receipt and sufficiency of which is hereby acknowledged, Grantor herein grants perpetual Easements subject to the following terms and conditions Easements shall consist of perpetual servitudes of use that run with the land and shall include the right to construct, service, maintain, improve, modify the sign to have as many advertising faces, including changeable copy faces or electronic faces, as are allowed by local and state law, replace or rebuild any outdoor advertising structure on the Property described The specific location of the sign shall be lunited to the Sign Location Easement area described in Exhibit "A" This right shall include but not be limited to a right of ingress and egress, a right of overhang for the advertising structure, a right to install, repair, replace and maintain underground and/or above ground electrical service, a right to maintain telecommunication devices as it relates to the advertising structure only and a right of view, prohibiting vegetation or improvements on the Property described herein that would obstruct the view of advertising structure from the adjoining highway Grantor agrees that Grantee may trim any or all trees and vegetation in, on or about the Easements as often as Grantee deems necessary to prevent obstruction or to improve the appearance of the structure Grantee, its successors and assigns hereby specifically hold Grantor, its successors and assigns, free and harmless from any damages or injuries to any person or property caused by Grantee's construction or maintenance activities on the Property described Grantor warrants that it is the sole record owner of the immovable Property over which these Easements are created, that such Property is not subject to any mortgages or liens, that such Property is not encumbered by any restrictions, easements, covenants, leases or other rights that are in any way conflicting with or mconsistent with the conveyance herein made, and that Grantor has the right and authority to execute these Easements and to grant, sell and convey the real rights set forth herein to Grantee In the event of condemnation of the subject premises or any part thereof by proper authorities or relocation of the highway, the Grantor grants to the Grantee the right to relocate its sign on Grantor's remaining Property adjoining the condemned Property or the relocated highway Any condemnation award for Grantee's property shall accrue to Grantee The terms and provisions of this Agreement shall be binding upon and shall mure to the benefit of the heirs, successors, assigns, and legal representatives of Grantor and Grantee WITNESS this A day of March, 2017 WITNESSES GRANTOR NCD SISTERS, LLC, a Florida limited liability company By c4AI&e- Nancy ee, Manager STATE OF FLORIDA COUNTY OF ST LUCIE On this the � day of March, 2017, before me, 94-yuvy, A-eS. the undersigned notary public, personally appeared NANCY CARTEE, a§ Manager of NCD SISTERS, INC, a Florida limited liability company, known to me to be the person whose name is subscribed to the within instrument or who has produced as identification, and acknowledged to me that they executed the same for the purposes therein contained on behalf of the company IN WITNESS WHEREOF, I hereunto set m hand a d official otary My Commission Expires R .:; TIFFANY GONsnwEs Cori11111Mnn A F titsss4 r EWMSNwanterr, 9 I EXHIBIT "A" Legal Description of Easement Property The North 30.00 feet of the West 50.00 feet of the East 56.50 feet of the following described property: The North 100 feet of Lot 2, Block 3, MODEL LAND COMPANY SUBDIVISION, in Section 15, Township 36 South, Range 40 East, as recorded in Plat Book 1, Page 41, of the Public Records of St. Lucie County, Florida. Less and except the East 42.00' (from the quarter section line) for U.S. Highway Number 1. ., EXHIBIT "B" The Property The North 100 feet of Lot 2, Block 3, MODEL LAND COMPANY SUBDIVISION, in Section 15, Township 36 South, Range 40 East, as recorded in Plat Book 1, Page 41, of the Public Records of St. Lucie County, Florida. Dmu3ign Emelope ID: BDC6FFAA-17C6-453A-B.973-F942FC3BECFC SC, q ASSET UTILIZATION AGREEMENT Unty This Asset Utilization Agreement ("AUA") is made and entered into as of the latter signature date hereof ("AUA Effective Date's between Syscom Telecom, LLC, a Delaware limited liability company, hereinafter designated as LICENSOR, Sprint Spectrum L.P., a Delaware limited partnership hereinafter designated as LICENSEE, and Lamar Media Corporation, a Delaware corporation, hereinafter designated as BILLBOARD OWNER. 1. integration with Master Utilization Agreement: This AUA is entered into pursuant to that certain Master Utilization Agreement between Sprint Spectrum L.P., on behalf of itself and its Affiliates, a Delaware limited partnership, Syscom Telecom, LLC, a Delaware limited liability company, and Lamar Media Corp., a Delaware corporation, dated March 16, 2017 ("MUA'�. All of the terms and conditions of the MUA are incorporated herein by this reference and made a part hereof without the necessity of repeating or attaching the MUA. Except as set forth in the MUA, in the event of a contradiction, modification or inconsistency between the terms of the MUA and this AUA, the terms of the MUA shall govern. Capitalized terms used in this AUA shall have the same meaning described for them in the MUA unless otherwise indicated herein. 2. Site Number and Name (if applicable): LICENSOR: 93398 LICENSEE: MI90XSRRV BILLBOARD OWNER: 20-8755-1 3. Site Address and Legal Description: More particularly described in Attachment 1, attached hereto and incorporated herein. 4. Site Latitude and Lonaitude: 27.343095;-80.32613 5. Description of Equipment located on the Billboard: The Equipment to be placed on the Billboard are detailed in and shall be consistent with Attachment 2 and 5, attached hereto and incorporated herein. 6. Term: The Term of this AUA is as set forth in Section 4(b) of the MUA. 7. License Fee Commencement: The first payment of the License Fee shall be due within sixty (60) days following the Commencement Date. 8. License) _ee Amount: The License Fee for the Initial Term of this AUA shall b4 and paid as set forth in the MUA. 9. Underlying Lease. If the Property is subject to an Underlying Lease, a copy of such agreement is attached hereto as Attachment 3. If consent is required from the Owner, it is attached hereto as Attachment 4. 10. Licensor Contact for Emergency (not for legal notices): 1-877-655-8657 11. Licensee Contact for Emergency (not for legal notices): 1-866AOO-6040 1D: n,qa Lamar In: 20-8761-1 SPrml rL': 1119atcRRy DocuSign Emrelope ID: BDC6FFAA-17C6-453A-B973-F942FC3BECFC 12, SDecial Provisions (insert any special provisions): N/A a. Electrical Fee: __ _ . _ _ b. Ground Space Pass Through Fee: N/A IN WITNESS WHEREOF, the Parties hereto have set their hands and affixed their respective seals as of the dates written below: LICENSOR: Syscom Telecom, LLC, a Delaware limited liability company 000usiance cr: II 1i�AxC(cat,(, GdOpxxatn, Printed Name: i,nnsame:Michael Goodman Title:coo Date: 11/15/2018 1 07:57:24 EST LICENSEE: Sprint Spectrum L.P., a Delaware limited partnership nw.usienen ey: EtyS;L,,;� Printed Name: �11 vi a J. Lin Title: Manager, Real Estate Date: 11/14/2018 1 13:22:56 PST BILLBOARD OWNER: Lamar Media Corporation, a Delaware Corporation :.., Ili 0r,:,,.: Printed Name: Lee Kantrow Jr. Title: Vice President, Business Development Date: 11/15/2018 1 09:31:35 PST ATTACHMENTS: Attachment 1: Legal Description of Land LENLL[ ID: 2e-87M-1 Sprin! ID: NIi9QX5RR\' DocuSign Envelope ID: BDC6FFAA-17C6453A-B! .142FC3BECFC Attachment 2: Licensor's Application Form Completed by Licensee Attachment 3: Underlying Lease Attachment 4: Owner's Consent Attachment 5: Approved Plans Svscom ID: 93398 Lamar ID: 20-8755-1 Sprint ID: NI190XSRRV DocuSign Envelope ID: BDC6FFAA-17C6-453A-BS ;)42FC3BECFC ATTACHMENT LEGAL DESCRIPTION OF LAND Q Legal Description of Easement Property The North 30.00 feet of the Nest 50.00 feet of the East 56.50 feet of the following described property. The North 100 feet of Lot 2, Block 3, MODEL LAND COMPANY SUBDIVISION, in Section 15, Township 36 South, Range 40 East, as recorded in Plat Book 1, Page 41, of the Public Records of St. Lucie County, Florida. Less and except the East 42.00' (from the quarter section line) for U.S. Highway Number 1. Svsc= ID: 93398 Lamar ID: 20-8755-1 Sprint ID: %1190XSRRV DocuSign Envelope ID: 3DC6FFAA-17C6453A-B9i 12FC3BECFC ATTACHMENT LICENSOR'S APPLICATION FORM COMPLETED BY LICENSEE Syscom ID 93398 Lamar ID: 20-8755-1 Sprint ID: Ml90XSRRV DocuSign Envelope ID: BDUFFAAAM6-453A-Bg� 42FC3BECFC ATTACHMENT UNDERLYING LEASE The Underlying Lease is attached hereto. Syscom to* 93398 Lamar ID: 20-8755-1 Sprint ID: :\I190XSRRV DocuSign Envelope ID: BDC6FFAA-17C6A53A-BV, 12FC3BECFC ATTACHMENT 4 OWNER'S CONSENT Owner's consent is attached hereto if required under the Prime Lease. N/A Svscom ID' 93398 Lamar ID: 20-8755-1 Sprint ID: %1190XSRRV DocuSign Envelope ID: BDC6FFAA-17C6453A-B!. )i42FC3BECFC ATTACHMENTS LICENSOR'S APPROVED PLANS Svscom ID: 93398 Lamar ID: 20-8755-1 Sprint ID: M190XSRRF' CULO MONAPPLICATION-m6mitcompleWsPPGeationto-applications©Syscomteleconwm geyxom 'MPLICAMNTYPE New Cdlav $YSCOMSALES PHONEN FR RFSEMAITVE RINALPRWRAM MANAGERa PHONENV. m MiehtleOan 603-]69-5]93 OPSCOMACT/ - _ PEONEN11hwFR SDE SVPERV6OR MieBxl =V 2-3S36 TEOF SVB=AL SPECIALPRO)5CT Tn6•101a SITE INFORhL1TION -- - 'CUsi06ffR Spin) CUSTOtIERPRO)ECf NAABi sprivlilvnNSbJI (.dl 'SummaryafWakbke Cue dlu Sib Qkm R.aellingpR^�abaddlamnienemnvlGERdvyvndlRRV rdni Mia Wexillxnl-Ld`tl13®dutlm SCO uirt 4omlywhLreeknlwulvewv PFC6ox(apvwa vndl-Ld'.Memet(GT-SE)uWelo We VERtlry intlude Gnel mnlB'..tirndeiaiptlrn) :We will invelll-30amp brtekn iv Lmulahrnknynd 'SYSCOM LIMARSDE NIIIdBER 9JJ9b20g)Sfl •SITE DFSCRPTION Wlkmed •ADDRESS 6'IOI S. BSMghwryl •c- Pvn 4 Lmie •COUNTY Svm Lune •STATE Flmidv — 3d952 3]303m5 ��E-g0]3613 M®£ (e(dyN •cwm,MFRSFTENOM1aIER FIGO.Mv CUSroME2sf1E NAME PROJECT CONTACT PIFORMATION 'PItONvRYCOMACt Mitr OueYleN •CO.W. ANYNRGANPAINN KGPCo 'ADDRESS Kf1Y •STATE. Z@ i 'PITONS (d0])61]-016T •EMAW ONLYCOPY PAE.IARY COMACIONALLDELIVERADLFS: D LN[RAB ESTO BS S2M O: ALSOCOPYPRIM.IRV CO COLOCAnONAPPROVAL NAME Mik,DW M FMA6 PHONE (40])6IM6] Sfi DRAFT: NAME Mikc BukMad (e07)617-0167 FOLLYEXECGTEDAGREEMEM:NAME EMAd PHOIg 1111 F7 COWANY/ ORO ADDAFSg CfIY STALE VP REQVESIS: NAh3 Mike Buk EMAR ++`+ PFIONE (d0])617406] OTCE TO PRC6ED(NRk NAhff M1Ek,B.k W PHONE (40N6174067 ADDITIONAL CONTACT MOR TION FBLN OR CONTACT NAME TELEPHONE FAX EMAIL 'RFMGw hmv Pevlry (d0'0259-]g2 C MIT A7ODWFM - - CCOUMS PAYABLE OIIE]t ` NM MATION TO BE 4YCLODED M LEASE •WsioY5RTE0ALEMIfY sfmCmRlne..Kmaanrypa4m sTATENwCORPOR1noN K,wa NAME 'MNATORY a WDTE -Ig TNAIA FELTTNAI.6 w1INL 'SNNATORYn EG O R 61NPOR OV RE NRSO OR !WC LOCATIONS/s Ha4m ealeddma brtd: 'LEGALNOTCEADDAFSS 6391 Spnnl NrhwyMeilavp CI,Y Reeled Puk STATE Kansu w E6E51-3650 KSOPHi010L22030 'AIIFNRON: 'NAME Real Face Anvmry •1ASTNAME DEFT: Spnm4wp eEIAiROENCY COMACINAF6 'PHONE ADD 10MLCOPYNOTHTTO: NAME OEPf $pine PvpeMSmim ADDRESS Et915P^nl FukxtYMuldvp CRY Omlwd Puk STALE Kg Z@ 66351-%50 Ksoexm101a6sa NAME DM ADDRESS CfTY MIS ZIP ADDRESS FOR REMAL PAYMEM INYOICLV G: NAME DEPT ADDRESS CfIY STATE w , F.11 NOT FOR EXECUTION „,�, O_ROUND SPACE REQURL MEN]S(WANY) PRIMARY O TICVOVS LIASP AREA: OPffNS10NS 3(ENONE W(R) HjP) OR Sq.rt Miimum.pa ,ryweel Vrtq . DMENSIOMB'4fl) rvleElr WINS I 1[(Q. OR 59. 11. M50EEX6lING5FID,TER F FLOORDPLSNEEpED: 4P)I I W(p)I i RODS W.MMERSIP3.TFA F— DIME: 40) W(G) mft){ 1 PADFORSIO.TFR F DM: LIM; W(0)I I - STOOP OMS:L(Mj OUIDOORCABP is F QVANTTFYOFCABPIETS: DIMS Uft)� MR)' IRS) PADFORGB. DMS:4fl):, W(a) • - BACKUP POWER REQU Me - _ OENEMTORNOi REQWiFD I A� SWIRED OEN611AN0. F SOSIIAREDGENERATOR PEAK ` REQDESTEDaw) I WIDECUSTOIAElk—TER OENERAT bb¢Iw;e levier OENFRAPN '[�IwJe omlee F DDrtwNALLGSEARGREQURtED FORMEPKwmw DIMS: 41)1 I w(R)I t i I MANVFACNRER MAKE/MODd, GPACILYQ(W) FVd IYPE PADFORGENERATOR E DMS4fl1 W(R), PUELTANK F. DIMS: UP) I I W(W; TANKS¢E(S.) - Ppp FORFVEL SANKfVrt9'im1) F7 DM 40); W(N NOiFS; NON6 - -- FORACENCY USE- SALES REPRESENTATIVE SEl11ACK REQIIRFMEMSr • SECONDARY GROUND LEASE ARFA REQUIREMENTS (Le. for addilional disk =Imna, elI , beyond arts described above) Will rvpFlnrenYry BvuN W%hmtld to vavndaC.eei4wW Y h, ry rqup=,V -' F A _— Vpq plussidrnRlyNrdi„wim. fm We NeiGmYuo: DR.M,AIR "m I W(R)! N(0)! OR Sq.& _ Miimm,.yt«,qu �ilrtqumM DMFNSIOM: US)I t WIN, MR! OR S9. S-1 Op1110NALEQVPIkNT-Flmeemitq ifaOerRunOmmev DNS: UP) I er.dere.mrt: _ w(R)! I ME)I DDIDNALEQVRTffM-Ovmgiov DNS:1(A) w(n)) Iµn)! O,.,O,ESPACENEEDED MWER ELCO REQMENIEMS NAVERAOEMOYDdYPoWERCONSVMPFAN: PoWFAPRoV BV: VNIFY COMRAPtYD3RECF E—, WAAR PROYEFW F ±5R RWHurvtl TELCO'INIERCONNECIREQVRIFMEMS FOTS TI MICROWAVE FR3EROPOCS FI TRANSMMER SPECIFICATIONS (& RECEIVER) TMNSMFITENRct[NEIt TYPE QTYofTMNShDIIFA4RF,CENFRS NANUFALTIR61t FYPEAMODEL MSofiECFWOVJOV T%PoWEROUIPUF ' •ERP(Weml _ FIFLIRICSERVICEREQUIXEDIAemrNaltO _ EXIIBITA-FINAL-AatemAEduipmene Spe[ilcafioas EQG@ARNFTYPE OMNI DID 0. fIRODV G3TALLATDNSTAM Pr P,. Relmee RADCENFERAOL(fl) el 31- 39 EQV6FHIENNTMOMT}D;WNID9 el' 31- 3Y EQUPmERIrr VMTYPE In 4'8 Lq [QUPMENTMANUFACNRER NpMNirtlm N.4 Alnpx EQUPSu,Rr.d. AW3eT!-SI !T3(a3A iva,v . R-I.. NOT FOR EXECUTION wneM, I EQUG' DN NSION9 (FhWxOI rydiea¢fvtm�nctn) 29.SXi3` 968'x 1383'x63' ]STx13T EQIIG'h6M WFlGMGmilmyin lba) &BIW E6J31. M. QI1G'MENf QwNIRY 1 1 1 /DIRE(.'IIONo(RADWiWN(deQreea)i.c. 9/IBORW' Qtt.in E4cxAZRNIF[/sEcroRLe_'aaa• 1 1 1 iX FREQ cy E<96369G 2A 6M 2<9626W FP.EQIIENCY L q�ipnmlovng uNicmael Gqucwv] No No No IOtALpafLGiFS lmcryipnrntiv oolum 1 1 1 LWE QM in WCNAZA lSECIORi LINE'fYPE CATS Wed lint ONM1RIER/S� Y'<' 3:4' OVING EQll@A4M6fxPPliublQ 1 sr wno es: Fmp9 NOT FOR EXECUTION DocuSign Envelope ID: BDUFFAA-17C6453A-B!" =342FC313ECFC C!5 Tao/ - This Instrument Prepared By, Michelle J Gillum Lakeland Title, LLC 307 W Highland Drive Lakeland, FL 33813 GRANT OF EASEMENT BY NCD SISTERS, LLC TO TLC PROPERTIES, INC JOSEPH E SMIi FILEH0 a2eg3g43COUNryERK OF 7HECIR017 CUR coURi RECOROING 0 PPA E 1266� M O-c T-, $ 0 70SA550 1269 Type EASMr *UNITED STATES OF AMERICA # * STATE OF FLORIDA *COUNTY OF ST LUCIE This Grant of Easement ("Agreement") is made this 0 day of March, 2017, by and between NCD SISTERS, LLC, a Florida limited liability company, whose address is 522 NW Sagamore Terrace, Port St Lucie, FL 34983 ("Grantor"), and TLC PROPERTIES, INC, a Louisiana Corporation, whose address is 5321 Corporate Boulevard, Baton Rouge, LA 70808 (TIN 72-0640751) ("Grantee") The Grantor, its successors and assigns, do hereby grant, sell and convey unto Grantee, its successors and assigns, a perpetual easement for the location and construction of the outdoor advertising structure or structures (the "Sign Location Easement"), which Sign Location Easement is described on Exhibit "A", together with a maintenance, utility, access, visibility, and overhang easement (the "Maintenance, Utility, Access, Visibility, and Overhang Easement"), and all necessary or desirable appurtenances on, over and upon the following described real property (collectively, the Sign Location Easement and the Maintenance, Utility, Access, Visibility, and Overhang Easement are referred to herein as the 'Basements"), the property subject to the foregoing Easements is described on Exhibit `B" (the "Property") For and in consideration of the sum of and other good and valuable consideration to Grantor in hand paid by Grantee, the receipt and sufficiency of which is hereby acknowledged, Grantor herein grants perpetual Easements subject to the following terms and conditions Easements shall consist of perpetual servitudes of use that run with the land and shall include the right to construct, service, maintain, improve, modify the sign to have as many advertising faces, including changeable copy faces or electronic faces, as are allowed by local and state law, replace or rebuild any outdoor advertising structure on the Property described The specific location of the sign shall be limited to the Sign Location Easement area described in Exhibit "A" This right shall include but not be limited to a right of ingress and egress, a right of overhang for the advertising structure, a right to install, repair, replace and maintain underground and/or above ground electrical service, a right to maintain telecommunication devices as it relates to the advertising structure only and a right of view, prohibiting vegetation or improvements on the Property described herein that would obstruct the view of advertising structure from the adjoining highway DocuSign Envelope ID: BDC6FFAA-17C6-453A-B97: 4FC3BECFC Grantor agrees that Grantee may tnm any or all trees and vegetation in, on or about the Easements as often as Grantee deems necessary to prevent obstruction or to improve the appearance of the structure Grantee, its successors and assigns hereby specifically hold Grantor, its successors and assigns, free and harmless from any damages or injuries to any person or property caused by Grantee's construction or maintenance activities on the Property described Grantor warrants that it is the sole record owner of the immovable Property over which these Easements are created, that such Property is not subject to any mortgages or liens, that such Property is not encumbered by any restrictions, easements, covenants, leases or other rights that are in any way conflicting with or inconsistent with the conveyance herein made, and that Grantor has the right and authority to execute these Easements and to grant, sell and convey the real rights set forth herein to Grantee In the event of condemnation of the subject premises or any part thereof by proper authorities or relocation of the highway, the Grantor grants to the Grantee the right to relocate its sign on Grantor's remaining Property adjoining the condemned Property or the relocated highway Any condemnation award for Grantee's property shall accrue to Grantee The terms and provisions of this Agreement shall be binding upon and shall inure to the benefit of the heirs, successors, assigns, and legal representatives of Grantor and Grantee WITNESS this 5 day of March, 2017 WITNESSES GRANTOR NCD SISTERS, LLC, a Florida limited liability company By Nancy Ogrtee, Manager STATE OF FLORIDA COUNTY OF ST LUCIE On this the I_ day of March, 2017, before me; �F+ro, , (I• &rsok r-S the undersigned notary public, personally appeared NANCY CARTEE� Manager of NCD SISTERS, INC, a Florida limited liability company, known to me to be the person whose name is subscribed to the within instrument or who has produced as identification, and acknowledged to me that they executed the same for the purposes therein contained on behalf of the company IN WITNESS WHEREOF, I hereunto set my hand a d official Notary My Commission Expires A;:'•,;% TIFFANY GONSALVES ., Commission # FF 926664 t .s� Exprtes November 7, 2019 • e�an.vrnrr.,e�..s.aomm� DocuSign Envelope ID: BDC6FFAA-17C6-453A-B97' 'I 2FC3BECFC EXHIBIT "A" Legal Description of Easement Property The North 30.00 feet of the West 50.00 feet of the East 56.50 feet of the following described property: The North 100 feet of Lot 2, Block 3, MODEL LAND COMPANY SUBDIVISION, in Section 15, Township 36 South, Range 40 East, as recorded in Plat Book 1, Page 41, of the Public Records of St. Lucie County, Florida. Less and except the East 42.00' (from the quarter section line) for U.S. Highway Number 1. DocuSign Envelope ID: BDUFFAA-17C6453A-1397;: 2FC3BECFC +' EXHIBIT °B" The Property The North 100 feet of Lot 2, Block 3, MODEL LAND COMPANY SUBDIVISION, in Section 15, Township 36 South, Range 40 East, as recorded in Plat Book 1, Page 41, of the Public Records of St. Lucie County, Florida. i DocuSign Envelope ID: BDC6FFAA-17C6-453A-B9!JS2FC3BECFC Cellular Design Plant Sign Off Plant Name: Lakeland, FL Company Number: 20 Lease Number: 8755 Sub: 1 SCANNED By St. Lucie County Lamar Location Description: US 1, 600' S/O KITTERMAN RD Site Address: 6649 FL-5, Fort Pierce, FL 34952 Syscom Site ID Number: 93398 Carrier: Sprint Design Plan Number: MI90XSRRV Appro Date: '�Y J Cellular Design Plant Sign Off Plant Name: Lakeland, FL Company Number: 20 Lease Number: 8755 Sub: 1 SCANNED By St. Lucie County Lamar Location Description: US 1, 600' S/O KITTERMAN RD Site Address: 6649 FL-5, Fort Pierce, FL 34952 Syscom Site ID Number: 93398 Carrier: Sprint Design Plan Number: M190XSRRV Approl Date: N q) DocuSign Envelope ID: BDC6FFAA-17C6-453A-B973-F942FC3BECFC 7C61 `CW ;C(--,� E 0 a sprint�/j SCANNED By St. Luce County F4F 9 V ; L 4 mr.0 PROJECT LAMAR SITE ID NUMBER le SYSCOM SITE ID NUMBER: c SITE CASCADE: P SITE ADDRESS: E F SITE TYPE L SITE INFORMATION AREA MAP PROJECT DESCRIPTION s` rr PURMOR ERN OWNER: "4�'�� S •Mc�ene., y'{�� ,j INSTALL (1) NEW OMNI ANTENNA 2845 W. KING STREET p— FURPi . INSTALL (1) NEW RRH COCOA, FL 32926 PHONE: (321) 631-7855 �INSTALL (1) NEW iREL1Y LATITUDE(NAD83): - F®n•,a 0.'F rSITE. • INSTALL (1) GPS ANTENNA 27.343095' LONGITUDE (NAD83): —80.32613' \ \j ' MM<GY •1 1 COUNTY: SAINT LUCIE COUNTY - i usi•na. t,. �.. ZONING JURISDICTION: SAINT LUCIE COUNTY I/I f!" +� } POWER COMPANY: CAP I_.-s �� ,1 FLORIDA POWER & UGHT 1� i F - o4l.^�� APPLICABLE CODES te _-`5� 1i 1 ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN SPRINT CONTACT: von :ue; 3+� E Ip `I ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING RUSSELL BURGIN * %• CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING PHONE: (913) 315-3129 LOCATION MAP IN THESE PUNS IS TO BE CONSTRUED TO PERMIT WORK NOT EMAIL: RUSSELL.BURGINOSPRINT.COM CONFORMING TO THESE CODES. SYSCOM CONTACT: \ Mead • FLORIDA BUILDING CODE, 6TH EDITION (2017) BUILDING MICHELLE DEAN r HALL E. HALLANCH, BEACH BLVD.300 STE 501 LO IDA • FLORIQA,BUILDING CODE, 6TH EDITION (2017) PLUMBING HALLCE: ALE(30 BEACH, FLORIDA0433009 50 IDA 3 F 6,PUI . 3 OFFICE: (305) 456-6504 -65041 E FLORIDA,�UIIDING CODE, 6TH EDITION (2017) MECHANICAL CELL: (602) 769-5793 re-5793 `� g FLOR DAB UILOING CODE, 6TH EDITION (2017) FUEL GAS EMAIL MICHELLE.DEAN®SYSCOMTELECOM.COM LE.DEANGSYSC .,T. �. ._ I �.. -,G DocuSign Envelope ID: BDC6FFAA-17C6-453A-B973-F942FC3BECFC NOTES I 1, ANY PROPERTY INFORMATION OUTSIDE THE EXISTING COMPOUND AREA IS BASED ON AERIAL PHOTOGRAPHY AND NOT FROM A SURVEY OR LOCATION OF ANY INGRESS/EGRESS OR UTILITY EASEMENTS HAVE NOT BEEN PROVIDED TO FORESITE GROUP AND THEREFORE ARE NOT SHOWN ON THESE DRAWINGS. 2, THE EXISTING ABOVE GROUND CONDITIONS REFLECTED ON THESE DRAWINGS ARE BASED ON SITE VISIT COMPLETED BY FORESITE GROUP ON 05/18/2018. Lr: 2Fc DocuSign Envelope ID::BDC6FFAA-17C6-453A-B973-F942FC3BECFC `BDC BD( BDt EXISTING BILLBOARD (FRONT VIEM SCALE: N•T.S DocuSign Envelope ID: BDC6FFAA-17C6-453A-B973-F942FC3BECF6. En, T En h Bt NOTES: 1. THE EXISTING BUILDING AND FOUNDATION WERE DESIGNED BY OTHERS. 2. THE BUILDING ELEVATION SHOWN IS FOR REFERENCE ONLY. 3. ROPOSED ANTENNA AND EQUIPMENT TO. BE �pAOUNTED IN ACCORDANCE WITH REQUIREMENTS OF IAOUNT ANALYSIS AND STRUCTURAL OPINION LETTER. CONTRACTOR TO REFER TO AND COMPLY WITH SIGNED do SEALED ANALYSIS COMPLETED BY FORESITE GROUP INC. PRIOR TO ORDERING OR INSTALLING PROPOSED EQUIPMENT ON BUILDING 4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS AND IDENTIFYING ANY EXISTING CONFLICTS (INCLUDING BUT NOT LIMITED TO EXISTI G CONDUITS, SAFETY CLIMBS, ETCE) AND DETERREQUIDEDINFORENSTLLTION OF THERPROPO ED LOCATION EQUIPMENT. THE CONTRACTOR SHALL RESTORE ALL RELOCATED ITEMS TO PREVIOUS CONDITIONS, 5. CONTRACTOR TO PAINT ANY qq APMENT TO MATCH EXISTING STRUCTURE. EQUIPMENT SHOULD BE PAINTEqq PPG LAMAR BROWN UC65378, UNLESS OTHERVE SPECIFIED. E a COLUMN (TYP.) .� PLAN VIEW OF EXISTING BILLBOARD SCALE_ N.TS TRUE unaru DocuSign Envelope ID: BDC6FFAA-1706;453A-B973-F942FC3BECFC C6-4- Z6-L., NOTE• SEE NOTES ON SHEET A-2.1 N PROPOSED OMNI ANTENNA, ALPHA WIRELESS MODEL #AW3477-S1 (SEE SHEET A-4) PROPOSED iRELAY, AIRSPAN MODEL #iRELAY 460 OR 464 (SEE SHEET A-6) - PROPOSED ANGLE BRACKET, 1-6x4KY, OR APPROVED EQUAL (10" LONG), (TYP. OF 2) PROPOSED U-BOLTS, SITEPR01 MODEL4 UB1300, OR APPROVED EQUAL (TYP. OF 4) CONTRACTOR TO PROVIDE ALL NEEDED HARDWARE - PROPOSED NOKIA FWHR RADIO (SEE SHEET A-5) - PROPOSED ANTENNA MOUNT PIPE 2.5 SCH. 40 (27¢" O.D.), 12'-0" LONG EXISTING W-SHAPE COLUMN EXISTING BILLBOARD UPRIGHT (FRONT VIEW SHOWING ATTACHMENT) PROPOSED BOLT ASSEMBLY EXISTING W-SHAPE COLUMN oyL. ASSEMBLY F �LJMN NOTE: SEE NOTES ON SHEET A-2.1 3 EXISTING BILLBOARD UI (SIDE VIEW SHOWING ATTACF I I L ASSEMBLY J LIy l''`1 1 DocuSign Envelope ID: BOC6FFAA-17C6-453A-B973-F942FC3BECFC 9C6F' ]C6f: ]CFI CL-V-126 Data Sheet (Dual Port, Omni, +/-450 Polarisation, 3 x VET) 'The parameters in this specification follow the definitions and recommendations per NGMN P-Basta, Release 9.6 iRF Speeificalia`ris Fregmem Range per Input MHz 2496-2690 Poladsallan: NA 4145' Slant Linear Gain Over all Tilts del 0.5 Azimuth BeamWdlh Degree 360 Elevation Beamwidth Degree 12 Electrical Downtil: Degree W-T20' Electrical Dmvntlll Deviation Degree < 1 Impedance Ohms so VSWR NA< 1A Return Loss: jdB> 1 15 Isolation tlB> 28 Passive lntermodulabon dBc< -1 So Upper SIdelobe Suppression, Peak b 20" Ida> 1 18 Cross Polar Discrimination at Sector JdB> 12 Maximum Effective Power Per Port 1W 50 �Meehaniwl Specifications_ 4 Nate: Independent Adjustable Tilton each of 3 sectors E 4 C DocuSign Envelope ID: BDC6FFAA-17C6-453A-B973-F942FC3BECF¢1 Era '>Z1 E • u1 E fe00 Connection Drive, Irvin, 17( 75039 N O ICI► (97d) 374 30M TD-LTE, Band 41, 2 x 20W Mini -Macro Radio (FWHR) O.LT ■ . 26.4516s Ada m ■ . 12.83inch -�I V� 63i1d1 __1 Radio Connections (FWHR) 120V AC power connectar(90 to 264V AC, 47/63 Hz) WAS[upper Ethemet backhaulports Radio Clearances (FWHR) 5FP fiber Ethernet backhaul port (S)(, 11(, Bx, G-PON or E-PON) RFAnt Port-U/Rx-M RFAat Port-=FU(43 1 to zow Rr Power GNUPort Ito 20W RF Power Mini DIN 4.1-9.5 V) N-Type In Mini DIN 4.1-9.5 in Noklaomanung Oracket 11 artacbedarwitrear Bluetooth antenna Nokia AC power cable aT9 eY6 Wamun cleerenae RecamwrgoticM rtua So.(1.WN) W.06.6801) - " 35mm(IMinjo) 3serr(Imiiin ' 10).D.9tm) HeyMN6a lvey.l0 mm Ionia) tWmn(3.89 u1 Mworn(I"lia) _ ._ 10mn(o.39inFl toaa(0.391n)a1 6000 Connecim Drive, Irvin& Tx 7509 (972)3743000 Radio Specifications (FWHT) Description lsqei Size/dimensions(HxWxD) 1x1 Weight/mass&volume ..,, It 0 erational temperature ran a -40'F- Storage temperature range -40"F- Cooling fans None Cold start capable Yes Ingress Protection Rating IP65 (0, AC input voltage wa 90-26. Power consumption, max 36OW fi FCC &UL approved Yes TD-LTE operating frequencies (Band 41) FuO ban Lowbal Hiph W #of supported LTE carriers 2 LTE Tx/Rx ports&type 2x 4.1/ LTE RF Tx output power 1-20W Synchronization required Integra Backhaul method 1Gigab 1 Gi ab Power over Ethernet JPoB port -°' IE Installation mounting method br _ Seismic Lone-4 Unit color Telegra Paintable Yes Vol Nokia GPS Antenna (FMWD) Descri tlon S ecificotion Operating frequency 1575.42MH2 Antennagan 26dBi Polarization Right hand da: Horizontalhm eavndth 360' Antenna port N-type (m) Weight 0.3103s.'.1r k( The width of the band straps should be less han 3A DocuSign Envelope ID: BDC6FFAA-17C6A53A-B973-F942FC3BECFC 3973 3973 --- - - _-----..- —_.. - -- - — -- I ,RFMectrlcal Specifications_ Centre Frequency 1575.42 MHz 110 MHz Gain 3 dBic @ go- -2 dBic @ 20' Polarization Right Hand Circular Current Draw 7.5 mA @ 3.3VDC (typical) ;Low Nolse Amplifier Specifications _ Nominal Impedance: 50 Ohm VSWR: 1.5:1 (Typical) @ 5.OV 1.8:1 (Typical) @ 3.3V Nominal Gain: @ 3.3VDC: 25 dB @ 5VDC: 25.5 dB Noise Figure: 3,1 dB (typical) voltage: 27 - 5 VDC s Connector 1 N-Type (Environmental Specifications Out -of band Filter Rejection Chart iRelay iRelayis Airspan's innovative newportfolio ofbac ia: --:ah Relay. LTE Relay is an out of band relay solution, using diffe backhaul and access finks. The Relay leverages existing LTI provide a backhaul solution for small cell deployments. Relay supports all 3GPPTDD and FDD frequency bands, an with existing LTE deployments. it preserves Quality of Servi to -end solution which provides one-to-one QCI mapping bf backhaul networks. iRelay contains a sophisticated multi -band antenna system, over 360 degrees to enable connectivity across any band, it contains algorithms to ensure connectivity with the highesl maximum capacity, and can also be directed to alternative i operator. Most importantly, iRelay does not require any chat eNadeBs,and supports 3GPP Release 9 onwards. Relay supports tight or loose integration with the LTE acce run as a standalone small cell backhaul solution, ire the access to provide a single box, single managt.• - AU Airspan can supply iRelay modules for Integration with 3rd Specifications Summary iRelay460 3GPP Specs: 3GPP Rel. 9/1- Channel Bandwidth: 3/5/30/15/2C Spectrum: Most 3GPP B: Duplexing: POD and TDC UE Category: 6 Downlink MIMO: 2x2 MIMO Uplink MIMO: SISO only Modulation;,_ , , ,. DLQPSK/16( UL: QPSK/161 Transmission Modes: TM 3/4/9 DocuSign Envelope ID: BDC6FFAA'17C6453A-B973-F942FC3BECFC I°AAA --AA- i DocuSlgn Envelope ID: BDC6FFAA-17C6453A-B973-F942FC3BECFC i53A- 53A E EXISTING BREAKER PANEL PROPOSED 20A-2P BREAKER INSTALLED IN EXISTING 100A BREAKER PANEL (1) PROPOSED 1' CONDUIT FOR POWER SERVICE TO ANTENNA ASSEMBLY 1. VERTICAL CONDUIT/PIPE TO BE SUPPORTED 12' O.C. (TYP.) AND WITHIN 3' OF ANY JUNCTION BOX, 2. FASTENER TYPES FOR STRAPS A. FOR WOOD: 3/16' STAINLESS STEEL WOOD SCREW W/ MIN. 1 " EMBEDMENT B. FOR CONCRETE: 3/16" TAPCON CONCRETE SCREW W/ MIN, 1" EMBEDMENT C. FOR METAL: 3/16" STAINLESS STEEL SELF -TAPPING SCREW 3. FASTENER TYPES FOR STEEL CHANNEL STRUT, 12' O.C., MIN. OF 2 A. FOR WOOD: 3/16" STAINLESS STEEL D' SCREW W/ MIN. 1 1/2" EMBEDMENT—, , V B. FOR SOLID CONCRETE: 1/2rfHIIW4IT HY150 EPDXY ANCHOR W/ MIN 2" EMBEDMENT'" 20A "1 I I I I I I EXISTING METER O EXISTING CONDUIT .� ELECTRICAL ONE -LINE DIAGRAM SCALE: N.T.S KEY NOTE LEGEND: tO. 5/8'x1 5/8' STEEL CHANNEL STRUT O NEW RGS CONDUIT, PVC CONDUIT OR STEEL PIPE. TYPE AND SIZE ACCORDING TO PLANS 3O. STEEL STRUCTURAL MEMBER NEW 13EAM CLAMP0 RE ATIONATO NEW CONDUITI DIAMETER.PERH(HEXE NUS AND , TO BEIN BOLT INCLUDED) EXISTING UTI 120/240V FROM ELECTRICAL SERVICE PROVIDER 05. NEW METAL CONDUIT HAN ro w/ SIZED IN RELATION TO NE, „ 1 NEW METAL CONDUIT CLAM"r, uiAA NEW CONDUIT DIAMETER 7O. SPRING NUT FOR STEEL CHANNEL O NEW METAL CONDUIT STRAP, DIAM NEW CONDUIT DIAMETER 9O. FOR FASTENER TYPES, REFER TO 1 9 fEL \✓ y�. �r ... 7 a� 3. 2 DocuSign Envelope lD:`BDC6FFAA-17C6-453A-B973-F942FC3BECFC %S BD. ^ BD 'BD E a w SECTOR BAF r _ ILLBOARD ..}{i' ,-,4ROUND BAR 51 MINI MACRO ANTENNA NTENNA CABLE (TYP.) DETAIL SCHEMATIC IN NATURE ONLY, REFERENCE CURRENT RFDS FOR EXACT NUMBER OF ANTENNAS, RRU's, ETC. EXISTING GROUND BAR 2 TYP. GROUND BAR CONNECTIOP SCALE: N.T.S. 2 HOLE LUG Q2 AWG GRN� PRIMARY GROUND BAR METAL ENCLOSURE ALLATION NOT I. SELECT BOLT LENGTH TO PROVIDE A MINIMUM OF 2. BURNISH MOUNTING SURFACE TO REMOVE PAINT 3. APPLY ANTI -OXIDANT COMPOUND TO MATING SU 4. USE SOLID COPPER WIRE AND MECHANICAL 2-Hf 3 GROUND CONNECTION DETAIL SCALE: N.T.S. I -BEAM OR C-CHANNEL w " v1- ItR' CtTF PRO ANOI F AOAPTFR FOR, GRAVES THOMAS INJURY LAW GROUP f �p L-" J L-" J Community First. a` - 800.FIGHT.4.YOU 9T LUCIE,INDIAN RIVER, BREVARD >y r j� — --_. n:uysnpnn+snman aR 1 7 DocuSign Envelope ID: BDC6FFAA-17C6-453A-B973-F942FC3BECFC ,-B97 -697, ti GENERAL NOTES: 6, THE CONTRACTOR SHALL COORDINATE WORK HOURS & STAGING AREAS AS REQUIRED, 6. CONTRACTOR TO NOTIFY OWNER OF CONSTRUCTION START DATE WELL IN ADVANCE OF CONSTRUCTION. 1. FOR THE PURPOSE OF THE CONSTRUCTION DRAWINGS. THE FOLLOWING DEFINITIONS SHALL APPLY: OWNER - LAMAR ENGINEER - FORESITE GROUP SITE MAINTENANCE: CONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) 1. REMOVE STAINING OR REACTIVE MATERIALS FROM NEB AND EXISTING SURFACES IMMEC REMOVE HAZARDOUS ACCUMULATIONS OF DEBRIS PROMPTLY, AT LEAST DAILY, CONFIN PRODUCING OPERATIONS DURING CUTTING, DRILLING, PAINTING AND FINISHING. THERE ! 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE SITE TO NO OVER SPRAYING PAINT IN PARKING AREA VACUUM IMMEDIATELY AFTER COMPLETIO FAMILIARIZE WITH ONGTHONDIOTI gTRSucTNION D DRAWINGS_ ANY DISCRTHAT THE EPANCY FOUND SHALL RK CAN BE 2. PUERORSASLREQUIRED BY THE JURISDICTION. NOISE Y CREATION OF NOISE SHOULD BE KEPTIDE THE LHOURS OF 7 To A MINIMUM A BE BROUGHT TO 3, ALL MATERIALS ALL 3 AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. 4. ALL WORK CARRIED CUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES. AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. S. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 7. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE ENGINEER B. CONTRACTOR SHALL DETERMINE FINAL ROUTING OF CONDUIT, POWER, FIBER, AND GROUNDING CABLES SHOWN ON THE POWER & GROUNDING DRAWINGS. 9. THE CONTRACTOR SHALL PROTECT ALL EXISTING IMPROVEMENTS PAVEMENTS CURBS LANDSCAPING, STRUCTURES, ETC, ANY DAMAGE TO EXISTING 19PROVEWENTS RESULTING FROM THE PROPOSED CONSTRUCTION SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 10. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS 11. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. 12. CONTRACTOR SHALL HAVE A PRECONSTRUCTION MEETING WITH OWNER TO DISCUSS ALL ASPECTS OF THE CONSTRUCTION SCOPE OF THIS DRAWING TO ENSURE HE IS FAMILIAR WITH AND UNDERSTANDS ALL REQUIREMENTS AND INTENT OF EACH ACTIVITY, 13. THE GENERAL CONTRACTOR MUST VERIFY ALL DIMENSIONS, CONDITIONS AND ELEVATIONS BEFORE STARTING WORK. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND SHALL BE RESOLVED PRIOR TO COMMENCEMENT OF WORK. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER IN ACCORDANCE WITH ACCEPTED CONSTRUCTION PRACTICES 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING. SHORING, TIES, FORMWORK, ETC, IN ACCORDANCE WITH ALL NATIONAL. STATE AND LOCAL ORDINANCES, TO SAFELY EXECUTE ALL WORK AND SHALL BE RESPONSIBLE FOR SAME. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES 15. THE CONTRACTOR SHALL USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS, AND WHO ARE COMPLETELY FAMILIAR 16. SOLE STRUCTURAL STRUCTURAL STEEL: 1. STRUCTURAL STEEL S HARDWARE SHALL BE FIELD WELDS, UNCOA' TELY. ACCORDANCE WITH A DUST 2. PIPES SHALL BE CAP TULD BE 4. BOLTED CONNECTION! MINIMUM OF TWO BOL TO 6 B. IF REWIRED, WELDNNI CONFORM TO AISC. PER TABLE J2.4 IN SURFACES SHALL BE "ERE OF HIGH TOHOURSEBEFORE 7 AMEEQUIPMENT ND AFTER 6IUNAVOIDABLE, FY CONFINE BE HEARD. P.M. MONDAYT ROUGH RIDAOR AS AGREED BT BUILDING OWNER. 4. THE CONTRACTOR IS TO PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING F NOT LESS THAN 2-A OR 2 ABC WITHIN 75FT OF TRAVEL TO ALL PORTIONS OF THE CONSTRUCTION AREA. 5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A NEAT AND ORDERLY SITE, YARD AND GROUNDS, REMOVE AND DISPOSE LEGALLY OFF SITE ALL RUBBISH, WASTE MATERIALS, LITTER, AND ALL FOREIGN SUBSTANCES REMOVE PETROCHEMICAL SPILLS STAINS AND OTHER FOREIGN DEPOSITS RAKE GROUNDS TO A SMOOTH EVEN -TEXTURED SURFACE. 6. AT PROJECT COMPLETION, REMOVE TEMPORARY SERVICES CONSTRUCTION EQUIPMENT,, TOOLS FOR USE. LEAVE ROOF AREAS, PIPE SPACES AND OTHER SPAC DEBRIS ON A DAILY BASIS. 7. THE SITE AND/OR BUILDING SECURITY SHALL BE MAINTAINED.AT EXISTING AND NEW EQUIPMENT AND MATERIALS REMAIN THE CONTRACTOR'S RESPONSIBILITY AT ALL TIME DURING CONSTRUCTION. 8, THE TENANT'S INGRESS AND EGRESS OF THE SITE AND/OR BUILDING SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. 9, THE CONTRACTOR SHALL TAKE ALL MEASURE NECESSARY TO MAINTAIN POLLUTION CONTROL, COMPLY WITH ALL GOVERNING REGULATION PERTAINING TO ENVIRONMENTAL PROTECTION. AND PROMPTLY REMOVE ALL DEBRIS AND ACCUMULATION OF MATERIALS RESULTING FROM THE WORK. DEMOLITION: 1, GENERAL CONTRACTOR IS TO DEMOLISH AND REMOVE FROM SITE (ND DISPOSE OF APPROPRIATELY) ALL ITEMS NOTED FOR DEMOLITION IN THE ARCHITECTURAL, CIVIL. ELECTRICAL ONTRACTORUCTURAL SHALL COORDINATE WITHNGS.0 DING THE OWNERREPRESENTATIVE THENDISPOSAL OFES EQUIPMENT & MATERIALS ' DEMOLITIONAANN 2 LY :INFORM THE ENGINEER OF ANY DEVIATION 70 THE GENERAL CCNIRAC70R IS TO EXERCISE UTMOST AEXISTINGNSTRUCTURE ROAIDAWHATTISTSHOWN IN THESE PLANS PRIOR TO PROCEEDING WITH THE WORK, A GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SHORING, BRACING, PROVIDING LATERAL SUPPORT, AND FOR MAINNGS,TAINING THE INTEGRITY OF THE EXISTING STRUCTURE DURING ALL PHASES OF THE DE�V.TMAOL'nON AND CONSTRUCTION AND SHALL PROVIDE. IF REQUIRED, SIGNED & SEALED WALLS, eEAMS DSLABS. ROOF JOISTSBY A , OR REGISTERED ELEVATED STRUCTURALEOTEMS. THAT R THE !ARE NG F ALL HAVING THE SUPPORT BELOW NOTED FOR DEMOLITION. 4, ANY DAMAGE DUE TO DEMOLITION, OR OTHER CONSTRUCTION ACTIVITIES DONE TO ANY EXISTING SURFACE TO REMAIN SHALL BE REPAIRED TO MATCH EXISTING AT NO ADDITIONAL COST TO THE CONSTRUCTION AND UTILITIES SHALL BE ESTABLISHED PRIOR TO COMMENCEMENT OF WORK. CUTTING & PATCHI 1. DO NOT DRILL OR CUT EXISTING 1. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF ELEMENTS UNLESS SPECIFICALLY CONSTRUCTION, CIRCULAR OPENINGS THROUGH C 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED MAKE OPENINGS OF PROPER SIZ IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. AND WHERE REQUIRED FOR THE PROPER THROUGH OPENINGS MAKE ALL EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEER, EXTREME CAUTION REQUIRED, BY LOCAL BUILDING C SHOULD BE USED BY THE CONTRACTOR DURING ANY SUBSURFACE ACTIVITIES LOCATED AROUND 2, PREPARE;' SUBMIT AND RECEIVE OR NEAR UTILITIES CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. IF LOCATING SLEEVES AND OPENINI APPLICABLE, THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED STRUCTURE. SHOW EACH OPEN! SPACE C) ELECTRICAL SAFETY D) TRENCHING '& EXCAVATION, 3, SEAL WATER TIGHT AND PROJEC 3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS, PROJECT SPECIFICATIONS AND THROUGH ROOFS FLOORS AND I STANDARDS. ALL FLOOR AND 4. OWNER SPECIFICATIONS IF NECESSARY. RUBBISH, STUMPS, DEBRIS STICKS. NE STOS AND OTHER REFUSE SHALL BE COMPOUND ME,(,Tlsy®N(ti5AJ6046, REMOVED FROM THE SITE AND DISPOSED OF LE�C,ALLY ,'�1 4. THE CONTRACkORYSHA(C PROVIC 5, ALL EXISTING INACTIVE SEWER, WATER, GAS ELECTRICtAfNDI'OTHER UTILITIES, WHICH INTERFERE PENETRATIONWHROMWIFIRE R. WITH THE EXECUTIOp OF THE WORK, SHALL, REMQVE6 AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS W'F(11 LL NOT INTERFERE WITH THE EXECUTION OF THE APPROVAL E AND/OR UTILITIES. 5. WHERE CLIVINGNORTEKISRING SU PERFORM'?,fIEkVYORKIWNOER THI'. RESUg91NR;0)?ANJIN6$'.NND PATC WORK, SUBJECT TO THE OF 0 LOCAL ADJAC LE%STI .SURFACES •E` ..a............ ..... ........�� ..... .:1._ ............,......�. ..�.. COLUMNS OR OTHER STRUCTURAL EIS WHERE APPROVED. CORE DRILL )RILL FOR RECTANGULAR OPENINGS PIPES AND OTHER ITEES PASSING 1GS BE WEATHER TIGHT OR FIRE SAFE AS AND OPENING DRAWINGSIBEFORE )N AND BEFORE DRILLING`E%STING ENTIRE PROJECT. I MATERIALS NEW SLEEVES AND OPENINGS REQUIRED BY CODE AND INDUSTRY ILL BE SEALED WITH FIRE RETARDANT o- "SNTU11g APPROVED MATERIALS TO FaAQf EATALL' ':a AIROUCtO F EXISTING FINISHES IS REDUIRD4Icnsj 0 FINISH IS NOT INDLGMELR6FILORK'IUNO DOING THE WORK ANDhFINiSNNTQQMALTPH e C [K.. CONCRETE AND RER 1. ALL CONCRETE WORK 2. ALL CONCRETE SHALL UNLESS NOTED OTHEI MAXIMUM COARSE AG 3 REINFORCING STEEL E OTHERWISE. '-' ^-0 ' REINFORCEM�' 'LE SHALL BE S,. .ID. 4. THE FOLLOW:;'-.1::.A NOTED OTHERWISE 01 CONCRETE CAS CONCRETE EXP p6 AND L q5 AND 5 CONCRETE NOl CAST AGAINST SLAB NC BEAMS Al A CHAMFER OF 3/4 NOTED OTHERWISE. 1 5. INSTALLATION OF CO! rWRITTEN RECOMMEND! NUFACTURER'S RE( IF DRILLING IN EXISTII BY ENGINEER. 6. WELDING IS PROHIBIT! 7. ALL CONCRETE SHALL TEMPERATURE OF CA FNENHEIT. B. DO NOT USE RETEMP JOBSITE. 9. FOUNDATION. INSTALLI BOLTS SHAG'.'_ 1A1 10. FOUNDATION X STRUCTURAL. )L ELECTRICAL 1. ALL ELECTRICAL WORT CODE AND ALL LOCAL 2. ALL UNDERGROUND C CONDUITS EXPOSED CONDUIT SHALL TRAIN SEPARATION BETWEEf MARKING TAPE BURIE 3. ALL CONDUCTORS SH SHALL BE STRANDED. CONDUCTORS AND ST 4. ELECTRICAL DRAWINNG: ELECTRICAL EOUNEI COMPANY AND ENGIN 6. ALL EXPOSED CONDUI 7. PROVIDE 200 LB TES B. COORDINATE ALL COS 9. PROVIDE WEATHERPR( / \ \ � \� / PUL AL �1 Subsystem: GE —VECTOR Error: GEEmptyCLipPath Warning: ILLegaLMediaSize !7: