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HomeMy WebLinkAboutAT&T Open Permit 11.505 - Permit (( / CITY OF PRIOR LAKE BUILDING PERMIT, Date Recd TEMPO RARY CERTIFICATE OF ZONING COMPLIANCE 5 l AND UTILITY CONNECTION PERMIT + 5+ U /I / j NNESO I. Fi File / I 5 03 2. Fink City PERMIT NO. 3. Yellow Applicant (Please type or print and sign at bottom) ADDRESS ZONING (office use) L) Ut Tot/Jczf. ST, 3L LEGAL DESCRIPTION (office use only) /� � ,�� LOT BLOCK ADDITION 4 q`e'n4'y r PID o 0), aL O OWNER (Name) 0 *- (Phone) 6i 2- C4') c (Address) ( .11— Mlitr Al 1 AR1. G4Z M , NV & ( ( BUILDER �r pp (Company Name) - (Phone) (7t 2. - 6 S'—q,) 9 J (Contact Name) r Ste' V•r. Tr2,U l (Phone) bt � ` 5a °t'' C3') (Address) V) M En.a4 M/ -C.' tAV {J 1 M A•Qlj Ci- ML M� S TYPE OF WORK Few Construction ['Deck ['Porch ❑Re Roofing ❑Re Siding ❑Lower Level Finish El Fireplace Addition (Alteration ❑Utility Connection CHANGING OUT 6 EXISTING COMMUNICATION ANTENNAS & CODE DI.R.C. B.C. RELATED EQUIPMENT WITH A NEW MODEL AND ADDING 3 Type of Constructio I It IQ N V A B ADDITIONAL ANTENNAS NO CHANGE TO GROUND EQUIPMENT Occupancy Group: A B E F H I M R S U PROJECT COST /VALUE $ 10 0 c0 A 00 I Division: 1 2 3 4 5 (excluding land) I hereby certify that I have furnished information on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or authorized agent for the above - mentioned property and that all construction will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the building r official can r v ke this rmit for just cause. Furthermore, I hereby agree that the city official or a designee may enter upon the property to perform needed inspections. x MR% . _ ta S^ (I— ft Signature Contractor's License No. Date Permit Valuation t @o © . Park Support Fee # $ Permit Fee $ 1 j 1 . SAC # $ Plan Check Fee $ ( Z,4 , 45 Water Meter Size 5/8 "; 1"; $ State Surcharge $ • Pressure Reducer $ Penalty $ Sewer /Water Connection Fee # $ Plumbing Permit Fee $ Water Tower Fee # $ Mechanical Permit Fee $ Buil4 s Deposit /Lel ic/ D S 'c ' $ 6-00,0 0 Sewer & Water Permit Fee $ Other KLri PC �p.0 i CAN. I►wwr. $ too — Gas Fireplace Permit Fee $ TOTAL DUE $ 77z0,7 This A ; , t' la , ti ,, � . es our Building Permit When A . , rov d Paid f l 9e) Re t No. 4,3 //5 C , I Date 6. ?AO, // B . l.. 4 • , :d III IT 1( :uddii ' • a: This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. This document when signed by the Ci Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be issued. PI: , •:,, g Director Date Special Conditions, if any 24 hour notice for all inspections (952) 447 -9850, fax (952) 447 -4245 4646 Dakota Street S.E., Prior Lake, Minnesota 55372 i • s KLM ! N INEER.IN INC. P.O. Box 897 • 3394 Lake Elmo Ave. N. • Lake Elmo, MN 55042 (651) 773 -5111 • Fax (651) 773 -5222 July 13, 2011 By Email Only Joe Wiita Street and Utility Supervisor 17073 Adelmann St. S. E. Prior Lake, MN 55372 -1714 RE: Second Review of the Proposed AT &T Antenna Upgrade on the Tower Street Water Tower Located in Prior Lake, AT &T Site MNL03434 KLM Project MN 2819 Dear Mr. Wiita: KLM has completed a second review of the proposed AT &T antenna installation on the Tower Street Water Tower, which included additional drawings Si, S2, S3 and the structural analysis by Krech Ojard & Associates. KLM has the following comments and recommendations for your use and to forward to AT &T: 1. Drawing C -2, details 1 and 2: There has been limited information provided on the power and fiber bundles. Are they to be enclosed within a conduit? How are the bundles attached and supported? It is not clear how visible the cables will be or if they will require painting, or if they are to match the existing cables. 2. The references on Details 1 on drawing C -2 should be modified to include the appropriate details on drawings S2 and S3. 3. Detail 2 on drawing C -3: Modify the references to include the appropriate details on drawings S2 and S3. 4. Details 3/S2 and 4/S2 show the surge suppressor mounting and Rosenberger box mounting details, respectively. While KLM recommends seal welded connections for these attachments to eliminate the potential for pack rust in areas inaccessible to coating, a 6 -inch standoff is also recommended to enable painting behind the brackets when the box is temporarily removed during future reconditioning. 5. Drawings S1 and GN -1 each have painting notes, which appear to contradict each other in the coatings they recommend. Please delete the painting notes on drawing 51, and use the notes on drawing GN -1 6. The structural analysis provided by Krech Ojard & Associates appears to show the tower and supports can adequately support the additional applied loadings. These recommendations should be incorporated into the construction drawings and an updated copy provided for both your and our review. Following final review and approval, a preconstruction conference with AT &T representatives, their contractor and subcontractor(s), the City of Prior Lake and KLM should be scheduled to discuss the construction. If necessary, prior to construction, the contractor should provide welder's qualification certificates for our review. It should be relayed to the contractor that KLM will be performing inspections of the installation, and the contractor will need to contact KLM to schedule both field and shop inspections. Kelly Mulhern will be in charge of KLM's scheduling for this project. If you have any questions, feel free to contact him at 651- 773 -5111 or me at 218 - 849 -1505. Sincerely, KLM Engineering, Inc. A 1, 9 Matt Erickson, P.E. Manager of Engineering CC: Kelly Mulhern, KLM Engineering Enclosures: DT Prior Lake ATT MNL 03434 Tower St rev 1 7 -7 -11 KLM Redlines.pdf • e:\mce\ antenna\reviews 2011\ MN 2819 Prior Lake Tower Street AT &T MNL03434 Second Review.doc Krech Ojard & Associates JOB TITLE DT Prior Lake (MNL03434) 101 Putnam St. Eau Claire, WI JOB NO. 11 -2036 SHEET NO. 715 - 552 - 7374 CALCULATED BY SMB DATE CHECKED BY OA DATE `-"U, -t( Ver 9.03.18 www.struware.com STRUCTURAL CALCULATIONS FOR DT Prior Lake (MNL03434) Prior Lake, MN JUL 0 8 By I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESf)TA , T f _ y p� i { NAME: EVAN M. B RVLUND �► ter • SIGNATURE: DATE: 00 j20 11 REG. No: 46769 Krech Ojard & Associates Job Title: DT Prior Lake (MNL03034) 101 Putnam St. KOA Job Number: 11 -2036 Eau Claire, WI Date: 6 -30 -11 715- 552 -7374 CALCULATION SUMMARY: The existing and proposed antenna mounts at DT Prior Lake WT have been analyzed for the proposed new loadings. See structrual drawings for any modifications to the existing antenna mounts including, but not limited to, the antenna mounting pipe sizes and lengths. The existing and proposed mounts found on the structural drawings and within the following calculations are sufficient to carry the new antenna Toads. DESIGN LOAD SUMMARY: Wind Load = 90 MPH, Exp. B Ice Load = 1/2 radial ice Maximum Antenna & Mount Weight (Inlcuding ice) = 213 Ibs The weight listed above does not include the weight of any surge surpressors, TMA's or RRH units that may be mounted on the same antenna mounting pipe. Antenna RAD = 80 feet Krech Ojard & Associates JOB TITLE DT Prior Lake (MNL03434) 101 Putnam St. Eau Claire, WI JOB NO. 11 -2036 SHEET NO. 715 -552 -7374 CALCULATED BY SMB DATE CHECKED BY DATE www.struware.com Code Search I. Code: International Building Code 2006 I1. Occupancy: Occupancy Group = S Storage III. Type of Construction: Fire Rating: Roof = 0.Ohr Floor = 0.0 hr IV. Live Loads: Roof angle (0) 0.00 / 12 0.0 deg Roof 0 to 200 sf: 20 psf 200 to 600 sf: 24 - 0.02Area, but not less than 12 psf over 600 sf 12 psf Awnings and canopys 5 psf Floor 200 psf Stairs & Exitways 100 psf Balcony / Deck 100 psf Mechanical N/A Partitions 15 psf V. Wind Loads : ASCE 7 - 05 Importance Factor 1.00 Basic Wind speed 90 mph Directionality (Kd) 0.85 Mean Roof Ht (h) 130.0 ft Parapet ht above grd 4.0 ft Exposure Category B Enclosure Classif. Enclosed Building Internal pressure +/ -0.18 Building length (L) 80.0 ft PA Least width (B) 80.0 ft Kh case 1 1.065 a Speed -up Kh case 2 1.065 K(upwind) x(downwind) Topographic Factor (Kzt) Topography Flat H Hill Height (H) 0.0 ft H< 60ft;exp B r 1-1J2 Half Hill Length (Lh) 0.0 ft .. Kzt =1.0 "'� " 'Y,, '' yn9., Actual H/Lh = 0.00 ESCARPMENT Use H/Lh = 0.00 Modified Lh = 0.0 ft V(Z) From top of crest: x= 0.0 ft Z — - 1 Bldg up /down wind? downwind = Speed -up H/Lh= 0.00 K 0.000 V(Z) x(upwind) x(dawnwind) x/Lh = 0.00 K2 = 0.000 j z/Lh = 0.00 K3 = 1.000 f 4 'OM '1119 H At Mean Roof Ht: Kzt = (1 +K ^2 = 1.000 2D RIDGE or 3D AXISYMMETRICAL HILL • ' Krech Ojard & Associates JOB TITLE DT Prior Lake (MNL03434) 101 Putnam St. Eau Claire, WI JOB NO. 11 -2036 SHEET NO. 715 - 552 - 7374 CALCULATED BY SMB DATE CHECKED BY DATE V. Wind Loads - MWFRS all h (Enclosed /partially enclosed only) Kh (case 2) = 1.07 h = 130.0 ft GCpi = +/ -0.18 Base pressure (q = 18.8 psf ridge ht = 130.0 ft G = 0.85 Roof Angle = 0.0 deg L = 80.0 ft qi = qh Roof tributary area - (h/2) *L: 5200 sf B = 80.0 ft (h/2) *B: 5200 sf Surface Pressures (psf) Wind Normal to Ridge (psf) Wind Parallel to Ridge (psf) B/L = 1.00 h/L = 1.63 LB = 1.00 h/L = 1.63 Surface Cp gt,GC w / +q w /- g Dist.* Cp g w / +q w /- g Windward Wall (WW) 0.80 12.8 see table below 0.80 12.8 see table below Leeward Wall (LW) -0.50 -8.0 - 11.4 -4.6 -0.50 -8.0 - 11.4 -4.6 Side Wall (SW) -0.70 -11.2 -14.5 -7.8 -0.70 -11.2 -14.5 -7.8 Leeward Roof (LR) ** Included in windward roof Windward Roof: 0 to h/2* -1.04 -16.6 -20.0 -13.2 0 to h/2* -1.04 -16.6 -20.0 -13.2 > h/2* -0.70 -11.2 -14.5 -7.8 > h/2* -0.70 -11.2 -14.5 -7.8 *Horizontal distance from windward edge **Roof angle < 10 degrees. Therefore, leeward roof is included in windward roof pressure zones. For monoslope roofs, entire roof surface is either windward or leeward surface. Windward Wall Pressures at "z" (psf) Combined WW + LW Windward Wall Normal Parallel LR I z I Kz I Kzt g w / +q w /- g to Ridge I to Ridge 0 to 15' 0.57 1.00 6.9 psf 3.5 psf 10.3 psf 14.9 psf 14.9 psf 5w 20.0 ft 0.62 1.00 7.5 4.1 10.9 15.5 15.5 L , .✓- 25.0 ft 0.67 1.00 8.0 4.6 11.3 15.9 15.9 30.0 ft 0.70 1.00 8.4 5.0 11.8 16.4 16.4 40.0 ft 0.76 1.00 9.1 5.7 12.5 17.1 17.1 50.0 ft 0.81 1.00 9.7 6.3 13.1 17.7 17.7 60.0 ft 0.85 1.00 10.2 6.9 13.6 18.2 18.2 70.0 ft 0.89 1.00 10.7 7.3 14.1 18.7 18.7 W TION 80.0 ft 0.93 1.00 11.1 7.7 14.5 19.1 19.1 90.0 ft 0.96 1.00 11.5 8.1 14.9 19.5 19.5 wan) NORMAL TO RID GE 100.0 ft 0.99 1.00 11.8 8.5 15.2 19.8 19.8 WR 120.0 ft 1.04 1.00 12.5 9.1 15.9 20.5 20.5 h= 130.0 ft 1.07 1.00 12.8 9.4 16.1 20.7 20.7 W _ J SW L r� WIND DIRECTION WIND P - ' LEL TO RID GE LW NOTE: sw See figure 6 -9 of ASCE7 for the application of full and partial loading of the above wind pressures. There are 4 different loading cases. Parapet I Kz I Kzt 1 q p (psf) 4.0ft 0.57 1.00 10.1 Windward parapet: 15.2 psf (GCpn = +1.5) Leeward parapet: -10.1 psf (GCpn = -1.0) unrn Dam zDS 1•11° • Mfg AL WI= LW-MPG Krech Ojard & Associates JOB TITLE DT Prior Lake (MNL03434) 101 Putnam St. Eau Claire, WI JOB NO. 11 -2036 SHEET NO. 715 - 552 - 7374 CALCULATED BY SMB DATE CHECKED BY DATE V. Wind Loads - Other Structures: Importance Factor = 1.00 Gust Effect Factor (G) = 0.85 Wind Speed 90 mph Kzt = 1.00 Exposure B A. Solid Freestanding Walls & Solid Signs (& open signs with Less than 30% open) s/h = 0.08 Case A & B Dist to sign top (h) 80.0 ft B/s = 0.16 Cr = 1.87 Height (s) 6.3 ft Lr /s = 0.08 F = qz G Cf As = 26.0 As Width (B) 1.0 ft Kz = 0.927 As = 6.3 sf Wall Return (Lr) 0.5 ft qz = 16.3 psf F = 163 lbs Directionality (Kd) 0.85 Percent of open area Open reduction CaseC to gross area 0.0% factor = 1.00 Horiz dist from windward edge Cf F= qzGCfAs (psf) Case C reduction factors 0 to s 2.19 30.4 As Factor if s/h >0.8 = 1.00 s to 2s 1.50 20.8 As Wall return factor for Cf at O to s = 0.97 B. Open Signs & Lattice Frameworks (openings 30% or more of gross area) Height to centroid of Af (z) 15.0 ft Kz = 0.575 Base pressure (qz) = 10.1 psf Width (zero if round) 2.0 ft Either width or diameter must be zero Diameter (zero if rect) 2.0 ft D(qz) ^.5 = 6.37 F = q G Cf Af = 0.0 Af Percent of open area E = 0.65 Solid Area: Af = 10.0 sf to gross area 35.0% C = 0 F = 0 lbs Directionality (Kd) 0.85 C. Chimneys, Tanks & Similar Structures Height to centroid of Af (z) 15.0 ft Kz = 0.575 Cross - Section Square Base pressure (qz) = 10.7 psf Directionality (Kd) 0.90 h/D = 15.00 Height (h) 15.0 ft Width (D) 1.0 ft Type of Surface N/A Square (wind along diagonal) Square (wind normal to face) Cf = 1.28 C = 1.67 F= qzGCfAf = 11.6 Af F= g = 15.2 Af Af = 10.0 sf Af = 10.0 sf F = 116 lbs F = 152 lbs D. Trussed Towers Height to centroid of Af (z) 15.0 ft Kz = 0.575 E = 0.27 Base pressure (qz) = 11.9 psf Tower Cross Section square Member Shape flat Diagonal wind factor = 1.2 Directionality (Kd) 1.00 Round member factor = 1.000 Square (wind along tower diagonal) Square (wind normal to face) Cf = 3.24 C = 2.70 F= qzGCfAf = 32.8 Af F= g z G CfAf = 27.3 Af Solid Area: Af = 10.0 sf Solid Area: Af = 10.0 sf F = 328 lbs F = 273 lbs • Krech Ojard & Associates JOB TITLE DT Prior Lake (MNL03434) 101 Putnam St. Eau Claire, WI JOB NO. 11 -2036 SHEET NO. 715 - 552 - 7374 CALCULATED BY SMB DATE CHECKED BY DATE V. Wind Loads - Other Structures: Importance Factor = 1.00 Gust Effect Factor (G) = 0.85 Wind Speed 90 mph Kzt = 1.00 Exposure B A. Solid Freestanding Walls & Solid Signs (& open signs with less than 30% open) s/h = 0.10 Case A & B Dist to sign top (h) 80.0 ft B/s = 0.13 C = 1.89 Height (s) 8.0 ft Lr /s = 0.06 F = qz G Cf As = 26.2 As Width (B) 1.0 ft Kz = 0.927 As = 8.0 sf Wall Return (Lr) 0.5 ft qz = 16.3 psf F = 210 lbs Directionality (Kd) 0.85 Percent of open area Open reduction CaseC to gross area 0.0% factor = 1.00 Horiz dist from windward edge Cf F= qzGCfAs (psi') Case C reduction factors 0 to s 2.20 30.6 As Factor if s/h >0.8 = 1.00 s to 2s 1.50 20.8 As Wall return factor for Cf at 0 to s = 0.98 B. Open Signs & Lattice Frameworks (openings 30% or more of gross area) Height to centroid of Af (z) 15.0 ft Kz = 0.575 Base pressure (qz) = 10.1 psf Width (zero if round) 2.0 ft Either width or diameter must be zero Diameter (zero if rect) 2.0 ft D(qz) ^.5 = 6.37 F = q G C Af = 0.0 Af Percent of open area E = 0.65 Solid Area: A = 10.0 sf to gross area 35.0% Cf = 0 F = 0 lbs Directionality (Kd) 0.85 C. Chimneys, Tanks & Similar Structures Height to centroid of Af (z) 15.0 ft Kz = 0.575 Cross - Section Square Base pressure (qz) = 10.7 psf Directionality (Kd) 0.90 h/D = 15.00 Height (h) 15.0 ft Width (D) 1.0 ft Type of Surface N/A Square (wind along diagonal) Square (wind normal to face) Cf = 1.28 C = 1.67 F= gzGCfAf = 11.6 Af F= g = 15.2 Af Af = 10.0 sf A = 10.0 sf F = 116 lbs F = 152 lbs D. Trussed Towers Height to centroid of Af (z) 15.0 ft Kz = 0.575 E = 0.27 Base pressure (qz) = 11.9 psf Tower Cross Section square Member Shape flat Diagonal wind factor = 1.2 Directionality (Kd) 1.00 Round member factor = 1.000 Square (wind along tower diagonal) Square (wind normal to face) Cf = 3.24 Cf = 2.70 F= qzGCfAf = 32.8 Af F= g = 27.3 Af Solid Area: Af = 10.0 sf Solid Area: A = 10.0 sf F = 328 lbs F = 273 lbs Krech Ojard & Associates Job Title: DT Prior Lake (MNL03434) 101 Putnam St. KOA Job Number: 11 -2036 Eau Claire, WI 715 - 552 -7374 Date: 6 -29 -11 ANTENNA LOADS: 1. Antenna Model # Kathrein 800 - 10765 h := 75.5in w1 := 11.8in d1: = 6in RAD := 80 ft Ice load: '1 f ( 21 (d t :_ —m I 1. 11:= .0 D o := t ) + = 1.103 ft 2 .1 f z t := I R3Dt I = 1.093 t [2.0 • t • I • f • 01).35 11 = 1.093 • in J h Ail := 3.14 • td1 • (D 1 + tdl) = 0.341 ft Wit := 56— lb •Ail) • t = 120.2921b ft 3 12 in Load Summary: ft Ice Load, W = 120.2921b Self Weight =62 Ibs Wind Load on face of Antenna = 163 Ibs Wind Load on side of Antenna = 82 Ibs Wind on Ice (Perp. to Antenna Face) = 32 Ibs 2. Antenna Model # Kathrein 800 -10766 h 2 := 96in w := 11.8in d2 :: 6in RAD = 80 ft Ice load : t2 := .51n 1 := 1.0 K42 := 1.0 D c2 := Ni(w2 + (d = 1.103 ft .1 f z 2 := CRAD2 = 1.093 td2 := [2.0 • t2 • f a • (Kzt2) 11 = 1.093 • in Ail := 3.14 • td • (D + td = 0.341 ft Wit := 56 lb • ( A l2 ) • h i = 152.9541b Load Summary: 12 ft Ice Load, W12 = 152.9541b Self Weight =61.7 Ibs Wind Load on face of Antenna = 210 Ibs Wind Load on side of Antenna = 104 Ibs Wind on Ice (Perp. to Antenna Face) = 41 Ibs Krech Ojard &Associates Job Title: DT Prior Lake (MNL03434) 101 Putnam St. Eau Claire, WI KOA Job Number: 11 -2036 .......... 715- 552 -7374 Date: 6 -29 -11 SURGE SUPPRESSOR: 3. Part Number FC12- PC6 -10E h := 15.5in w := 16.25in d5 6.625in RAD5:= 80 ft Ice load : t := .5in I 5 := 1.0 Kz := 1.0 D := J (w5 + (d5 = 1.462 ft J .1 fz5 =I ( DS = 1.093 td5 : = 0 l h Ai5 := 3.14 • td5 • (D + td5) = 0.444ft Wi5 := 56— • (Ai5) • 5 = 32.1251b ft 12 ft Load Summary: Ice Load, Wi5 = 32.125 lb Self Weight =20 Ibs Wind Load Perpendicular to Antenna face = 45 Ibs Wind on Ice (Perp. to Antenna Face) = 10 Ibs REMOTE RADIO HEAD: 4. RRH Type: Alcatel- Lucent RRH LTE 700L h6:= 28.8in w6 12.6in d 5.7in RAD6:= 80 ft Ice load : t6:= 5in I 1.0 1‘.. := 1.0 D := /(w6 + (d = 1.152ft 1 fz6 (RAD6 = 1.093 td6 := 2.0 • t6 • 16 • fz6 • (KZ16).35 = 0.091 ft h Ai6 := 3.14 • td6 • (Dc6 + td6) = 0.356 ft Wi6 := 56— • (Ai6) • 6 = 47.781b ft 12 in ft Load Summary: Ice Load, W = 47.781b Self Weight =40 Ibs Wind Load Perpendicular to Antenna face = 63 Ibs Wind on Ice (Pere. to Antenna Face) = 12.5 Ibs '' Krech Ojard & Associates Job Title: DT Prior Lake (MNL03434) 101 Putnam St. Eau Claire, WI KOA Job Number: 11 -2036 715 - 552 -7374 Date: 6 -29 -11 TOWER MOUNTED AMPLIFIER 5. Dual Band Tower Mounted Amplifier (TMA): h := 15.8in w 6.9in d 2.9in RAD := 80 ft Ice load : t := .5in I := 1.0 Kzt7 := 1.0 Dc7 := J(w72) + (d7 = 0.624ft . 1 f := I R 3 D7 ) = 1.093 t := 2.0 • t ' I7 . ff7 ' (K�t7) = 0.091 ft A := 3. • t + td7) 0.20411 W lb • �A h7 = �7 � 14 — d7 • �D c7 d7 ) i7 �= [ 56 J i7 ) 15.0671b ' ft 3 12 in Load Summary: ft Ice Load, W = 15.067 lb Self Weight = 15.9 lbs Wind Load Perpendicular to Antenna face = 20 lbs Wind on Ice (Perp. to Antenna Face) = 5 lbs vvireiess i-rames support 2 -J/13" U. D. antenna mounting pipes, available in several lengths to match the requirements Of the antenna. These pipes mount to the frame with U -bolts and can be positioned on the frame as required for antenna separation. Wireless Frames normally mount directly to a vertical round -leg or angle -leg tower. When the leg is sloped, a 4 -1/2" 0. D. Pipe Mount or Universal Adjustable Slope Pipe Mount compensates for the slope, providing a vertical pipe for mounting. Additionally, a Standoff Pipe Mount can be utilized if the tower interferes with adjusting the frame to the required azimuth. A tie -back arm, furnished standard with some of the frames, secures the array at the desired azimuth. Wireless Frames can also be mounted on other structures that have a 4 -1/2" 0. D. pipe mast, such as Wall Mounts, Monopoles, and Rooftop Tripods. Design loading, per EIA -RS- 222 -C, is for 100 mph and 1/2" of radial ice. The Wireless Frames support panel antennas with up to 8 ft of flat -plate equivalent area each, a maximum wind load of 320 lbs. per antenna. Wireless Cross -Arm Frame with Tie -Back Arm Supporting up to four wireless antennas, the single cross -arm comes with a I - tie -back arm and installation hardware. Can be used for down -tilt antenna �adj ustments. 1 . � Pipe mount and antenna mounting separately. 1 ` Mu p g pipes ordered se aratel . ` I Description P/N i;I 10' Cross -arm B2955 I ,., 13' Cross -arm B2953 Wireless Frame for Three Antennas on Vertical 11, Pipe I., Wireless Frame mounts directly on a vertical 1 -3/4" to 4 -1/2" 0. D. pipe. 1.90" � 1 1 4 0. D. x 13' long tie -back arm is included. Galvanized. ` Pipe mount and antenna mounting pipes ordered separately. I J ` I Description P/N 1 1\I 10' Frame B3195 iv 13' Frame B3196 I I 10' Wide Antenna Frame Co- Location Kit I, Without Standoff The kit is designed to fit a wide variety of towers with round legs from 2" through I , � � 8 -5/8" 0. D. and angle legs from 2 -1/2" x 2 -1/2" through 6" x 6 ". Accommodates 1, tower leg slopes from 0° to 15 -1/2 °. Includes: I J`I 1_ Universal Adjustable Slop e Pip e Mount .�1. �� 1 - 10' wide Antenna Frame I Description P/N .,- 10' Frame B3197 Wireless Frame for Four Antennas on Vertical I ; Pipe I JI, Wireless Frame mounts directly to vertical pipe or tower leg with diameters from I �., } ° 3 -1/2" to 4 -1/2" O. D. and includes a tie-back arm, 1.90" diameter x 13' long. 1;\) Galvanized. 1; `I, Pipe mount ordered separately for use on tapered towers. 1 ` 14 Description P/N 13' Frame 83198 I 15' Frame B3199 11 I Piling JMICROFLECT Plymouth Fax Line • 1-574-936-8925 Salem Fax Line • 1- 888 -698 -9555 website • http: / /parts.valmont.com y t) t 5 , , , • PROJECT NAME _ RIVARD DESCRIPTION & ASSOCIATES, P.A. ENGINEER KOA PROJECT NO. APPROVED DATE II - 2 (o (0.26f( \'alms W` s Froye Pfkk- Mk( Vecoi lulu ` (2� (��1co� �ewnas 4 E LIE = 2 , ) f,1 / q3-1-Q)54 1 cr 3 S - o 19, • We, b ;, cp 3 = 0 , V71 -1 4, 7 loon PI- . 13.64,E 4 ( vs; ' bk./ ��-. x02 y PROJECT NAME Por r ( i /- NRES 1 DESCRIPTION & nssoaa ' RTES RA. ENGINEER KOA PROJECT NO. APPROVED DATE Pos4- ots ; PChr 83 II Pj: 6 2D-t-* 20 1 -i LIV -N 1 -----_-: _ 2A OM UPI C,baL, 14.. 210 I6q- 45f 43i 20) 1 Ai 41 - ---- 2 q9 -- HO' 02, \'612- -- 1, -1(1/N Mv 2crtz, 2-112 ,9 % &J ( )(22 x``` ) = 2 , 10 I? 1, t ___ , (Q(Q 4VL2:_C6-IA3 �( 2 C y X rb 1 L11(o t (6,(,),.- 27.(0 es, r how d -1-'0(060 - . b re__I.Do .:010 2'7.co 2?.0 jse, N3 y I A: tiSS , a, zti a