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Home My WebLink About03-00500151- 00076532 R MAX ENGINEERING LLC E -mail: hak @maxengr.com 9000 Southwest Freeway, Suite 410 Phone: (713) 776 -0629 Houston, Texas 77074 -1522 Fax: (713) 776 -9599 Analysis Report for Roof Top Report Prepared. for T- Mobile Site Name: Ramada Inn/College Station Site Number: A3K- 0023 -A Site Location: 1502 S. Texas Avenue College Station, TX 77840 o HAK-FONG MA t4 ?"/''P.../..(/ 83055 Y Qi Report Date: 06 -07 -03 f ek n MAX ENGINEERING LLC Design Sheet of oil •► ^ WS) 2 Client / r M LE Job No. Da te 6 OP. 41 Site Name /# /fANA-dA -Lv'i /A T Kan - A Computed By -41 lio- Structure Reference T4/'LE d Ga), "c- ,J7 Se 70).1 %Rref DedcK/f iuf:t S - #6F AGeS C& €R pAtrE (w,r/ PF S fGNA7)rr_c-) 1 — r CC - dr): co J7 i7; I 1 -t-.sTioDQ(- T(ov Co z . 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CABINETS. 3' -10 1/2" B CHECK MANUFACTURER'S F -1111". 1 BLUE PRINT W6x15 L-10' \ / \ / \ / 1 \ \ / 1 X 1 X 1 X 1 /\ NOTE 1 10' -0" B / \ � / \ / \ � // \\ l — - Z _ — —\— — -\ A A W6x15 L. ____ 1" GRATING (MC NICHOLS GW100A OR EQUAL) ON AREA NOT OCCUPIED i1� BY EQUIPMENT CABINETS Ali IIII rill°- C q ....411111111111111 C6 x O % L IIIIIIII'IHOIIIIIIIit1 ��a _ inn .... C d d �' EXISTING BUILDING a" WALL BELOW EXISTING /BUILDING ROOF ti 1 PLAN VIEW 1" GRATING (MC NICHOLS GW100A OR EQUAL) ON AREA NOT OCCUPIED BY EQUIPMENT CABINETS TOP OF GRATE 13" wl N. ��- C6 i i 3/8 "0 A325 2 BOLTS iii/ EXISTING ROOF i I I N iii pr . 4 . 4 . • . 1/2" THICK 4 EXISTING BUILDING d d RUBBER MAT ROOF, 6" THICK Q Q d 4 p SECTION C -C FCII IIPMPMT STPPI PI ATIC PPA fpTAII c ' SECTION A -A or, 3 e f w MAX ENGINEERING, LLC /� 8000 SW FREEWAY, Ste • 410 !� Houston, Texas 77074 Phone 17131 778 -0828 1" GRATING (MC NICHOLS FaX (713) 776-9599 GW100A OR EQUAL) ON_ CABINET ABOVE AREA NOT OCCUPIED BY EQUIPMENT CABINETS ANCHORED TO W6 AT 4 CORNERS REV DATE DESCRIPTION q_ W BEAM, A 06/02/03 REVIEW WALL L\ CABINET MOUNTING BOLTS 6 (3/8"- 1/2"0) SUPPLIED Q _ TOP OF GRATE 13" BY CABINET MFG. I 1 1 1 I 1 I 1 RF ENGINEER 5/8"0 A325 W6x15 ZONING / LEASING BOLTS (4_.6,4 � CONSTRUCTION ENGINEER 7 1 mill I I OPERATIONS 1 11 W6x15 FIX NET 1/2" THICK RUBBER MAT q EXISTING RO / I IN D V u p \ . • Q C EXISTING BUILDING dd 4 ROOF, 6" THICK Q r••4 . <1 • 4 4 1 0 cc 4 , EXISTING BUILDING ,44 WALL BELOW, 8" THICK _ 1 •I cot EN- N CD • to Cb V] as is oi SECTION B -B C ®' w o 1" GRATING (MC NICHOLS GW100A OR EQUAL) ON _ CABINET ABOVE AREA NOT OCCUPIED BY EQUIPMENT CABINETS ANCHORED TO W6 AT 4 CORNERS CABINET MOUNTING BOLTS (3/8"- 1/2 "0) SUPPLIED TOP OF GRATE 13" I BY CABINET MFG. W6x15- I 5/8"0 A325 PRINTED DATE: 06 -02 -03 �g j BOLTS 4 (oL�S . DRAWN BY: HD C . I. i C 'V . CHECKED BY : VD /HM LJ U \ - I W6x15 STRUCTURAL DETAILS q EXISTING ROOF Q 4 • 4 A3K0023 -A dl• a • d 1/2" THICK ° EXISTING BUILDING • d . 4 RUBBER MAT ROOF. 6" THICK • � a ° RAMADA INN ° d ° 1502 TEXAS AVE. . COLLEGE STATION, TX 77840 c_ W BEAM, WALL S . 1 J CR•1 C. •aC 1 1 This Document is Confidential and the property of Purcell Systems and is protected under Mutual Non - Disclosure Agreement between SYSTEMS Purcell Systems, Inc and Voiccstream Wireless executed on 4/11/2002. It. � � s Z p, 46F /v RAC774831 Specifications Physical Overall Exterior Dimensions 77 "H X 48 "W X 31 "D Internal Dimensions 68 "H X 30 "W X 31'D- Equipment Compartment 68 "H X 18 "W X 31"D -Side Compartment 9 "H X 48 "W X 31 "D -Top Compartment Weight (Approx. in Lbs.) 200 (Cabinet only) 350 (DC Plant [300ADC capacity]) 100 (Air Conditioner) 470 (1 String of 155Ahr batteries [48V1) Construction Material 0.125" thick aluminum (light- weight, corrosion- resistant) Powder Coat Paint UL Pautone (Cod Gray) TUC Polyester Insulation Foil backed insulation on interior surfaces Door (Front & Side doors, Rear Hatch removable) Latches Three -point latched, *Nokia® -keyed entry, with door alarms Gasket ASTM and UL rated for outdoor use Equipment/Battery Mounting EIA Std 23" Rack Rails 22U (38.5 ") of rack space (6U open w/ 300A —48VDC Power /Dist Plant installed) Zone4 Compliant Battery Shelves Accommodates 2 strings of 155Ahr VRLA batteries ( -29" H) Pre- crimpe & routed battery cable assemblies available Environmental Air Conditioner with Heater Typical 4,000 Btu/Hr and 350W heater Standard Features AC Power Receptacle Box 4- Outlet gangbox for receptacles (GFI available) Cable -entry Ports Top Compartment aligns precisely to *Nokia® UltrasiteTM for Power and RF cable routing Power /Data Knockouts Various for power /gnding & data routing with liquid -tight seals Integrated Grounding Construction UL- approved bonding hardware and easily accessible mounting points for "single - point" grounding Agency Listing NEMA 4 (Equipment area), UL Compliant cabinet NEMA 3R (Top & Side Compartments) Warranty Limited 5 Year • . 1 II Ir S YSTEM S 22924 East Appleway Avenue Liberty Lake, WA 99206 *Nokia® and * *Ultrasiteh are the property of Nokia®. These 509- 755 -0341 Fax 509- 755 -0345 names are used for reference purposes only and in no way is Document RAC774831 04/20/02 www.sales @purcellsystems.com Purcell claiming any endorsements or approvals from Nokia®. Sections B -F refer to the following Cabinet Mounting Diagram: (NOTE: This view is looking up from the pad) Cabinet Front µ 48" 30.5 r 24.4" 2.8" — 4.52" AC Service Conduit 0 0 Stub -up Area • Lft S ide Telco backboard • 22.7' Rt Side 3.79 15" Side Equipment 31" (Faces BTS1) t Compartment Compartment . . a ,� 3.347" -{ " Bottom RF -cable 4x3/4" Dia. Mounting Holes Access Cabinet Rear Figure 1: Cabinet Bottom Template with Side Compartment (on left) for AC Distribution, Air Conditioner, and Telco Demarcation Mounting. (This footprint does not include front & rear door [--25" swing -out] & personnel clearances) B. Providing Cabinet Support Structure: 1. A supporting structure (concrete pad or metal grating [for roof - tops]) with a loading capacity of 2501bs. /ft should be installed to support the cabinet and fully loaded interior equipment (battery strings, DC Power Plant, air conditioner, etc.). A WARNING: Failure to provision a sufficient supporting structure for the cabinet will result in cabinet deformation ard potential damage to internal equipment. C. Installing Cabinet Mounting Bolts: 1. Cabinet mounting bolts should be installed in the pattern designated in Figure 1. Dimensions in BOLD RED text relate to locating these mounting locations (from the front right corner). Purcell Systems, Inc. Document 201- 000006 -00 Latest Revision 4/11/2002 Page 3 of 7 Site Preparation for RAC774831 Power Access Cabinet PRELIA11NARV / CONFIDENTIAL MAX ENGINEERING LLC sa Design Sheet 6 of i .► .► .► 4� Client ! Mpg ? Job No. g ? 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( AT 4 » PLY -tom H/�s&YT L LL eti IZ TRtC icy' GUrv7H (2N4; rte 4�( - - A 2 ti Psr r 4 K (4o+ 6 ) x X2, 67 s / /� � fCf ( 5 T / z / «f pES, 4.,f (L� - DL) ( /, Z f- � r / ± / 2 3 = 6 1) r ?) C .1 4- (tt ? ucF- �? - 4 Iva o lz 6 r 1 / 0 0 t1 X (OI cckG X Q, ,� / 2-2- 2-2- �/! - ?? C ^` :► MAX ENGINEERING LLC § Sheet ( of 8 .► .► n^ Client ! mo p / Le. Job No. Z / Date 6 N-70 I Site Name/# RAMA DA IN' IA 3 K o D 2 3A Computed By Structure Reference At- rs C ,.1 is As 014 A N.- NeTgA1'r E _.. / / AM G /1f u s % s t ( U(/C7 / )'J TNT C Mu ( cIC )IA (. C,.,. JtAi o LAD a/J eA I ; ,,; ,�,ti A — Perz T1A /EtA, - 2 -I 4 , LeAf -o s GSU,J7 }' , `T��( iJ Zpt - -c b - 70 ,,611 Teir "(E- w C ez 61/ V A v ) � f GF}= 0,6s+ (41:31/7 s = / 2 / 'k /, /! z_CyAz , _ 381 FA — 6 : cSD 4. x //Z 6 k/ 2 /SAC x,o L A 2 r'O, fi 2 A 25 3 cR,Tc -,t,. , D r ,--J ,.Jo Jcc n = 0 MAI/ � ?- sc-c Gus T) AdC / _ G C.( Ae e e ) oo k ,, Kal V L (. 'c6-2 oz 6,5, /u l(t = / o 7 ( , &c c) ° L TiV(C 6 ) 1(2* = (( -F lc, IC !c 3) '- = I ; K o, 8 S (14 s( 6 ,.1 Tix �I r� 6-Y-) e 1 ,z- C NVNI /z. = 6 ) /en As ce 2 -6 z • 32 -- o op2S(, /,n9, 90 x / _ / z A ( ) , '77 AA - /S M o 2 C - S f 6C ( F (/z r ,- :/C D,,G� l/ -kxD 6 A= 6 r/ [7\ (=, / 9=f • ---� Hak -F -Ma From: Beyer, Ron J [RonB @Valmont.com] cALc_ . . . - ,z6 Sent: Thursday, June 05, 2003 7:06 PM MWc C =T (ove --tv W' "'�) -7 ¢ 2 y ` To: 'HAK@ MAXENGR.COM' 2 Cc: Foster, Amy r Subject: RE: 92102 7TiwER/ A,.,e._ W ( (maw) e MawiT,.#( ) Here are the reactions you requested: (!ea MpH R\ ir\a4 -16 2 oN Ioo' ko »F CN(Te. F{�.ati� `��, i��? c: 0,/l tk r ' rC Uplift /leg - 4.24 kips V4.11e.JT CET' L o cr Download /leg - 5.26 kips Shear /leg - 3.39 kips 4)5 (1! c.y= 'o )= S3 ' —k OTM - 53.5 kip -ft ImA'c -M �u �— is ES r �� x 3.3 Regards, Ron Beyer Components Sales Manager - Salem 503 - 589 -6673 direct 503 - 551 -4266 mobile 888 - 698 -9555 fax ronb @valmont.com Original Message From: Hak -F -Ma [mailto:hak @maxengr.com] Sent: Thursday, June 05, 2003 9:02 AM To: Foster Amy _ Subject: 92102 Hi, Amy I am reading the catalog (2002), on page 14.6, there is a frame (part # 92102) that can hold 8' antenna at 100 mph wind. My question is what is the corresponding (max) shear force, compression and tension on each leg. Also I want to know the leg plate size and bolt holes size and distance form the center of the plate before I can specify it. Please reply ASAP. Thanks Sincerely, Hak Original Message From: Foster, Amy [mailto:AmyF @Valmont.com] Sent: Wednesday, June 04, 2003 11:42 AM To: 'hak @maxengr.com' Subject: 31 -92110 Hak, Attached you will find the PDF for part number 92110. Hope this helps you out! Amy Foster Component Sales Associate Valmont Communications 888 - 880 -9191 ext. 6641 1 0% MAX ENGINEERING LLC f f Design Sheet 3 of 6 .► ► 7 1 ' L - 82- / Date r . 41111. Cl ient / /�'l D/� Job No. Soo . Site Name/# /'CAP' DADA Zr it t " 3 K o0 2 3A Computed By Structure Reference �� T I / / b -top e,4T iLo G ( 2 z , / ) ?2_/0 a , l s 6 E /o o /4 /W ( G� ---4r ) p ,4/_e 7 L Su('fc ! /EL 6 r . ' 7 o M/41 -: c T ti+��L . 1///47) 4%e' A AL r1- c. Akir( A - 5 ,N (j cp.c, / o 6 / /Er: VA (pi cip Al / ' 3 r7 0 6rf �o y� /. /s 7 e 8 =i• 6 . 1 C , / k G � / ? i - , 7 / / ) 7 � 6 ' C, 1 T =sue' / /z 6 ; 6 / -r 6 8 s - : /C k G = /, f 64'1" kt k 6sb /, ? 68s o «ro 6 k 6-(o6 ISLs Ga� +� �.oA -0 o f V r �oMpl, } ( E' l - O, o, L, 1 x o, cp S,) o,(4 r p 5 I= 4 (4- w,N� Lci @ kw /LW/ ; � ti /a � ' 2 . 2 k a 4 > — — C.4;6 � FT L 4 („ 3 x �� _ —C---r) A `� ` C 9 i< — - (? k t o r� rN A o FIc'761 ( - fi c- ) ANTENNA SUPPORT STRUCTURES �� ' 1 ROOFTOP FRAMES 14.6- ',,,,, : :- -. .:. -) II FA N : 7 iCX' Cn' N, ome.a7 , O 2 CA,4Lo(r- r I s } TRISECTOR ROOFTOP FRAME THREE -LEG TRI- SECTOR ROOFTOP FRAME WITH CLIMBING, LADDER 8i' PLATFORM , FOR ANCHORED INSTALLATION The Tri- Sector Rooftop Frame enables installation of up to twelve panel antennas for three sectors on one rooftop, three- Three -Leg Tri - Sector Rooftop Frame provides mounting leg structure. The Frames are secured to the roof using sepa- locations for up to twelve 2 7." OD mounting pipes. The rately ordered Anchor I3oIt Kits. below. Frame is designed to support up to forty -eight 2' diameter --11-17 Antenna separation with four antennas per sector is 4'. with shielded antennas. Design loading, per TIA/EIA222F, is for }t ' s'.`*", an outside - antenna separation of 12'. When mounting three 100 mph basic wind speed, '/," radial ice and a roof elevation ' *' ,6 , antennas per sector. an alternate center - antenna location pro- of 100' above grade line. : - ; . - - IV 'vides for a 6' antenna separation. xr tt The Frame is secured to the roof using separately ordered ' Wireless panel antennas mount to the Frames on separately Anchor Bolt Kits (page 14.9). An inside climbing ladder and ' -44,. ordered 2 OD Antenna - Mounting Pipes (page 8.1). Pipe a platform with an access hatch is included. it :"t a` ;g1; p : ,x`r ; _ lengths are selected to match the antenna length and the Antennas mount to the frame on separately ordered F �3 } , ' required mounting height above the roof. .---_� 27," OD Antenna- Mounting -Pipes (page 8.1). Pipe lengths ., Tri- Sector Rooftop Frames are designed to support twelve 1' are determined by the number and size of antennas per J h R 1 wide by 8' tall panel antennas. Design loading. per TIA/EIA mount. A , 222 -F, is for 100 mph basic wind speed, 'h-" of radial ice and , I a roof elevation of 100' above grade line. ,, ., :.::.„,:.•,,, • ,... '---,-,J.?- 1 e ;I\ ,,',:-.:---iitioldir- .___ 41111,\,„ . ill 1 • • . i, E,..„,._ ,,-...,-„,„ .. • . ? 7 r 3` '+ i l 1 .St Frames a. ; ,r.' " ' r Hei i .: , ,rte '� ; -'�� ...: ., i s , ____,_,_ i .:_,, .,.. . - -=iiiirA,■,.. Alm - Eh .. s ►i� t r 13 anchor bolt r 1 n. center -to- center - ''` 7 " TM 5 ' �`, Produ E „ ,. List Number Description Price -rte+ " S i -` 92101 5' High -- -- — - - - -- - -- °- - -. $830.00 _) 9 10 High �- q 2g# $1,1 _-_ /N - 13' anchor bolt 9 15 High $1,680.00 center -to- center 9 20 High $2, Product List Product List Number Description Price 4 Number Description Price B241 I 15' High Tri- Sector Frame w/ ladder __ $3,600.00 92107 Anchor bolt Kit 7/8" x 1' -6" Threaded Rod $115.00 , B2412 20' High Tri- Sector Frame w/ ladder $4,150.00 1 25TH STREET SE SALEM, OREGON 973021123; USA 1 www valmo ValQ1� ®Blt I, Air I=r MAX ENGINEERING LLC Design Sheet S of g ,• A� pp � Client 7 oM o1& Job No. BZ / Date 61-1 2 Site Name/# RAMAbA Z4..1 /A 3ko02 - A Computed By Structure Reference f 4t : . 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G i ( .1(tH 6f 14 o j SIDE CoPpAl2(M E1-JT } L' 2oo t o 4-) 2 O C Ef TMATe - ) EAet-j oo 1- 3Ss x o,6 4 (o ( Low EsTMAT- ) CA FULL U `SG. t-t ATE DGs fC ,t-i / (A /r../-/t 6 M&(-0 F2 #- bN 4 /�,� 32© i, ,fs) ' `y 1,Ac, X / I vO 1 t l – (7`. p� �JIJ� �t4�IrJl- j S IFi6�I1� ( S 9.22- ,,,,') CD +L} GRA:17_ I ,J lT /'X L -tr) r r / 1 � i Z Z p(r /O 28 k(4 ) . ry i NOTES 1: CHECK CENTER LINE SPACING WITH f Z p, 2 Qr w EQUIPMENT MOUNTING HOLE LOCATIONS 14' -0" 12' -g t r C6 ,(2. 2 - 1/2" THICK RUBBER MAT W6x15 W6x15 /QUIP. CABINETS. 3' -10 1/2" B NTUFACTURER'S r illil. 1 LUE LUE PRINT W6x15 I \ / 1 \ / \ / I \ / 1 Lam, 1 x 1 x 1 x 1 i 1 2' -3" / \ 1 / \ 1 / \ 1 / \ 1 NOTE 1 10' -0" A A W6x15 L i 1" GRATING (MC NICHOLS GW100A OR EQUAL) ON AREA NOT OCCUPIED . BY EQUIPMENT CABINETS .1111 riliPl. _ ". .i1111111111II11 G6 x 8. Z ,_ ..� 1IIIIIIIIIIIIiIIII amam mum gimp. LIP' • . I C I • A EXISTING BUILDING a . WALL BELOW EXISTING BUILDING ROOF I PLAN VIEW 1" GRATING (MC NICHOLS GW100A OR EQUAL) ON AREA NOT OCCUPIED BY EQUIPMENT CABINETS TOP OF GRATE 13" C6 3/6"0 A325 l BOLTS zsl 0 EXISTING ROOF � a a d d 4 1/2" THICK 9 EXISTING BUILDING 4 4 RUBBER MAT ROOF, 6" THICK d a • 4 d 4 SECTION C -C • EQUIPMENT STEEL PLATFORM DETAILS SECTION A -A MAX ENGINEERING, LLC f z r , 3 of /v t 9000 SW FREEWAY, Ste 1. 410 !l Houston, Texas 77074 Phone (713) 778 -0629 1" GRATING (MC NICHOLS Fax (7131 776-9599 GW100A OR EQUAL) ON_ CABINET ABOVE AREA NOT OCCUPIED ANCHORED TO W6 BY EQUIPMENT CABINETS AT 4 CORNERS REV DATE DESCRIPTION 1 W BEAM, A 06/02/03 REVIEW WALL A CABINET MOUNTING BOLTS A . 1/2'0) SUPPLIED BY CA Q TOP OF GRATE 13" BY CABINET MFG. 1 1 1 1 1 1 1 1 RF ENGINEER 5/8"0 A325 W6x15 ZONING / LEASING BOLTS (g 2,1 � 1 - ) 1 CONSTRUCTION ENGINEER o: ) OPERATIONS II W6x15 FIX NET 7 1/2" THICK / RUBBER MAT p EXISTING ROOF e (/ 4 4 CO 4 EXISTING BUILDING <74 Q \ . ROOF, 6" THICK Q 4 EXISTING BUILDING 0 co 4 • WALL BELOW, 8" THICK �o V- «f N OS IN 1,1 at c, E-' SECTION B -B � w 0 �! IS � P 1" GRATING (MC NICHOLS GW100A OR EQUAL) ON _ CABINET ABOVE ANCHORED B AREA NOT OCCUPIED CA CA B TO W6 BY EQUIPMENT CABINETS AT 4 CORNERS CABINET MOUNTING BOLTS (3/8"- 1/2 "0) SUPPLIED TOP OF GRATE 13" BY CABINET MFG. of W6x15- e A325 PRINTED DATE: 06 -02 -03 �j BOLTS ( � c S ) A DRAWN BY: HD ern noon CHECKED BY : VD /HM \ • I W6x15 ,. STRUCTURAL DETAILS Q EXISTING ROOF Q d Q a A3K0023 -A 41. a d 1/2" THICK a EXISTING BUILDING ' d d • RUBBER MAT ROOF, 6" THICK 4 a RAMADA INN • d I a 1502 TEXAS AVE. COLLEGE STATION, TX 77840 W BEAM, WALL S . 1 SCALE. NTS I 1 . � • �� This Document is Confidential and the property of Purcell Systems and is protected under Mutual Non - Disclosure Agreement between SYSTEM S Purcell Systems, Inc and VoiceStream Wireless executed on 4/11/2002. lor e, SS z p, 4 /0 RAC774831 Specifications Physical Overall Exterior Dimensions 77 "H X 48"W X 31 "D Internal Dimensions 68 "H X 30 "W X 31 "D- Equipment Compartment 68 "H X 18 "W X 31"D -Side Compartment 9 "H X 48"W X 31 "D -Top Compartment Weight (Approx. in Lbs.) 200 (Cabinet only) 350 (DC Plant [300ADC capacity]) 100 (Air Conditioner) 470 (1 String of 155Ahr batteries [48V]) Construction Material 0.125" thick aluminum (light - weight, corrosion- resistant) Powder Coat Paint UL Pantone (Cod Gray) TUC Polyester Insulation Foil backed insulation on interior surfaces Door (Front & Side doors, Rear Hatch removable) Latches Three -point latched, *Nokia® -keyed entry, with door alarms Gasket ASTM and UL rated for outdoor use Equipment/Battery Mounting EIA Std 23" Rack Rails 22U (38.5 ") of rack space (6U open w/ 300A —48VDC Power /Dist Plant installed) Zone4 Compliant Battery Shelves Accommodates 2 strings of 155Ahr VRLA batteries (--29" H) Pre- crimpei & routed battery cable assemblies available Environmental Air Conditioner with Heater Typical 4,000 Btu/Hr and 350W heater Standard Features AC Power Receptacle Box 4- Outlet gangbox for receptacles (GFI available) Cable -entry Ports Top Compartment aligns precisely to *Nokia® UltrasiteTM for Power and RF cable routing Power /Data Knockouts Various for power /gnding & data routing with liquid -tight seals Integrated Grounding Construction UL- approved bonding hardware and easily accessible mounting points for "single- point" grounding Agency Listing NEMA 4 (Equipment area), UL Compliant cabinet NEMA 3R (Top & Side Compartments) Warranty Limited 5 Year SYSTE M S 22924 East Appleway Avenue Liberty Lake, WA 99206 *Nokia® and * *UltrasiteTTM are the property of Nokia®. These 509- 755 -0341 Fax 509- 755 -0345 names are used for reference purposes only and in no way is Document RAC774831 04/20/02 www.sales @purcellsystems.com Purcell claiming any endorsements or approvals from Nokia ®. Sections B -F refer to the following Cabinet Mounting Diagram: (NOTE: This view is looking up from the pad) -2y_(t Cabinet Front 4 48" <,, < 30.5" • T 24.4" 2.8" ) i ma -' .. . / 4.52" AC Service Conduit O O ° _ Stub -up Area Lft Side I Telco backboard • I 22.7" Rt Side 15" Side Equipment 31" (Faces BTS1) — Compartment Compartment , y . . • , 0 3.347" •- 1 . I 3.79 t J T Bottom RF -cable 4x3/4" Dia. Mounting Holes Access Cabinet Rear Figure 1: Cabinet Bottom Template with Side Compartment (on left) for AC Distribution, Air Conditioner, and Telco Demarcation Mounting. (This footprint does not include front & rear door ['25" swing -out] & personnel clearances) B. Providing Cabinet Support Structure: 1. A supporting structure (concrete pad or metal grating [for roof - tops]) with a loading capacity of 2501bs. /ft should be installed to support the cabinet and fully loaded interior equipment (battery strings, DC Power Plant, air conditioner, etc.). WARNING: Failure to provision a sufficient supporting structure for the A cabinet will result in cabinet deformation ard potential damage to internal • equipment. C. Installing Cabinet Mounting Bolts: 1. Cabinet mounting bolts should be installed in the pattern designated in Figure 1. Dimensions in BOLD RED text relate to locating these mounting locations (from the front right corner). . Purcell Systems, Inc. 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CR' r,� , j til ( ?- sC --e". 6-uST - ) ACC G Ce Ac ( pos rp.E e ) ov ar / / <2- Kai' 1/ I CAS(6) oz sr ‘,-r",/o) K � = / 0 9 c/4- 'c 7,4.ce 6 - 3 K2 = ( (-F- K,Kz 1( ) s•Gi= stG, TA- VT: 6 —Y-) o f it z ( (mot /.] = 6 ) As c e 2 -6 2 Fr? G, 6-2-a o,00zs (, k /,off /x o,3-S X 9o'x j /9z/ PJ,I o, 3 r ( S c C - - ) Z I b C /L-4, i e m6, / 2-- 0. Z k i � � 9 S - A cirr 77AlttA - /S Mo2C- S,c?1._, 6 6 A., ( t f- DA- -kX tcz. A = 6 F% /6 / /erg f,. Hak -F -Ma cALc_ From: Beyer, Ron J [RonB@Valmont.com] • _ 4 2. tr, 2 6 Sent: Thursday, June 05, 2003 7:06 PM I " ( (t C -T uC -�u w'N ). To: 'HAK@MAXENGR.COM' _ 7. k Cc: Foster, Amy Subject: RE: 92102 7v1 /Ficame W (ructube MewuTi'tCrs ) ti 2(o -4 2 '/ _ As 2. Here are the reactions you requested: (100 r^pH Q ON 00' Ro °� r�T� F{',1,h4c ~ � rl L i��; NQ � Cfs Uplift /leg - 4.24 kips VAL CpTt_ b &- Download/leg - 5.26 kips Shear /leg - 3 . 3 9 kips ¢, L ( ( l? `'t. j OTM - 53.5 kip -ft /c E7rm ATE `io - /<'x 3,3 7 ^-- S Regards, Ron Beyer Components Sales Manager - Salem 503 - 589 -6673 direct 503 - 551 -4266 mobile 888 - 698 -9555 fax ronb @valmont.com Original Message From: Hak -F -Ma [mailto:hak @maxengr.com] Sent: Thursday, June 05, 2003 9:02 AM To: Foster Amy Subject: (92102 Hi, Amy I am reading the catalog (2002), on page 14.6, there is a frame (part # 92102) that can hold 8' antenna at 100 mph wind. My question is what is the corresponding (max) shear force, compression and tension on each leg. Also I want to know the leg plate size and bolt holes size and distance form the center of the plate before I can specify it. Please reply ASAP. Thanks Sincerely, Hak Original Message From: Foster, Amy [mailto:AmyF @Valmont.com] Sent: Wednesday, June 04, 2003 11:42 AM To: 'hak @maxengr.com' Subject: 31 -92110 Hak, Attached you will find the PDF for part number 92110. Hope this helps you out! Amy Foster Component Sales Associate Valmont Communications 888- 880 -9191 ext. 6641 1 .► MAX ENGINEERING LLC f Design Sheet 3 of 3 • �N / 3 • L � ? j j Client / /140e, C x Job No. Date N Site Name/# XAVIA ( r it t / 3 K 00 2_3A Computed By Structure Reference ._�, T - 77,( Vr4�to>Ji eA7(.a (20 c.) ,' /k -6) /-' T ,`?Zf / S 6 El r G i-) Y aIZ /O a (PAd C r /4i) / U R0-r FA o 'ii T- /�L.S - 7 1 4 C- N c -•:.-) /N � e� �'-- --- /0 6 /r,; 7— A7 /a _ 1 7 a, � 33 / � 4 3 �r7 G � — D� 3 it- //o y� -7 / /s 7 7 e 8 -/• /c oo6 k = / ?p / /r)7 - / 6 ' /6 r Ktt_ / ; 6 /c �Ge(,kf /o 6 ! (ol6' 2 -- l�s W +� C Lo %� D F V 2Q A 6 C v l� L-a co 0 X 0 49 0, (pi 4 � 1-10(2,4 G.r,Nn �v @ � w / o MAN ; � N G ' � , g k �- 3 x r -TL � .� ,. �� /4a wd R Z / 8 (ck��r. Tf I �L-' >l' { I � .'. �� V f t 6 �/ C, k w A 0 rs z (c: ) 4f Y- d - 8 i ' ANTENNA SUPPORT STRUCTURES ROOFTOP FRAMES � ! 1 4.6.'.- .�:: -<,c.. -) II 'CAM : 7rw coral o%lc--,J7 '0 2 c TA-L0 G i 7 .. TRI-SECTOR ROOFTOP FRAME THREE-LEG TRI-SECTOR ROOFTOP FRAME 12:1111 , WITH <CLIMBING.LADDER SE" , PLATFORM .,; FOR ANCHORED INSTALLATION The Tri- Sector Rooftop Frame enables installation of up to twelve panel antennas for three sectors on one rooftop, three- Three -Leg Tri - Sector Rooftop Frame provides mounting leg structure. The Frames are secured to the roof using sepa- locations for up to twelve 27," OD mounting pipes. The rately ordered Anchor 13olt Kits. below. Frame is designed to support up to forty -eight 2' diameter ; . Antenna separation with four antennas per sector is 4'. with shielded antennas. Design loading, per TIA/EIA222F, is for x k . `' an outside - antenna separation of 12'. When mounting. three 100 mph basic wind speed, 'L" radial ice and a roof elevation VV=49, antennas per sector, an alternate center - antenna location pro- of 100' above grade line. . A l ' . et vides for 6' antenna separation. The Frame is secured to the root using separately ordered .- ,r . Wireless panel antennas mount to the Frames on separately Anchor Bolt Kits (page 14.9). An inside climbing ladder and '1 ordered 2' /K" OD Antenna - Mounting Pipes (page 8.1). Pipe a platform with an access hatch is included. ct e-ir+ , ` ; h:ngths are selected to match the antenna length and the �,, ra .1 Antennas mount to the frame on separately ordered sF `ti Y� required mounting height above the roof. , I:¢.. -A -v i __ _ 2 --.. /• OD Antenna- Mounting -Pipes (page 8.1). Pipe lengths ,`, + fi' Tri- Sector Rooftop Frames are designed to support twelve 1' are determined by the number and size of antennas per ' t q in wide by 8' tall panel antennas. Design loading. per TIA/EIA mount. n' 222 -F, is for 100 mph basic wind speed, I/" of radial ice and 't: a roof elevation of 100' above grade line. _ ® ,14,.. {h r t, n. � l •° V::.','.-:',f2:,,.- != "ii, 0 „ 1. '', � , ; , 16 .7., ; i ., „_ _......... :„ '-' ,, ,_.;,_,,,, , ; , . - ; ....„..,,,..,:,-,-,..ii7:, 1 „:,.....:.,..„, ....04. , 4,,,,;,,,pc,..,..„7„,..„,..7, ,.. „_,..,,,,,„,., F 1 Frame yN � a ; � ° �j : Height )t . ‘. . i;' 7 ' , , - -1: ' ___ .-5•-,Y-- .--......... --."11- - "1 ; I. -.A-..- - ' 41 11111111, --- --- AIW 'N NIII ‘_ pow- .`„ • iir ...-, Y �„ 13' anchor bolt , � 111111 . -, 1 z r 4 center-to-center I . --_, ,-.1_,.,::-..,,i,-.., .,.. ,.. x , a, P roduct List " ; ', 4,- Number Description Price "t .'. ;' 92101 5' High 5830.00 2 92102 10' High WTN q 20 # S1,120 00 13' anchor bolt 92103 IS Hlgh $1,680.00 center -to- center 92104 20 High S2,225.00 Product List Product List Number Description Price Number Description Price 4 B2411 15' High Tri- Sector Frame w/ ladder $3,600.00 92107 Anchor bolt Kit 7/8" x 1' -6" Threaded Rod $115.00 B2412 20' High Tri- Sector Frame w/ ladder $4,150.00 14388-88079191;14 25TH STREET SE. 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I • c • a . 9 1 4 EXISTING BUILDING 1 WALL BELOW EXISTING I BUILDING \ y ; ROOF -1 - I 1 PLAN VIEW 1" GRATING (MC NICHOLS GW100A OR EQUAL) ON AREA NOT OCCUPIED BY EQUIPMENT CABINETS TOP OF GRATE 13" no sem im C6 1 3/8"0 A325 BOLTS i tVa IF EXISTING ROOF r ......4 4 ,... 4 4 4 d • 1/2" THICK g EXISTING BUILDING 4 RUBBER MAT ROOF, 6" THICK Q Q d Q . D • • SECTION C —C EQUIPMENT STEEL PLATFORM DETAILS SECTION A -A f ar , 3 f /v MAX ENGINEERING, LLC _-------- 9000 FREEWAY, Ste 410 Houston, Texas 77074 Phone 17131 776 -0829 1" GRATING (MC NICHOLS Fax (713) 776-9599 GW100A OR EQUAL) ON _ AREA NOT OCCUPIED CABINET ABOVE BY EQUIPMENT CABINETS ANCHORED TO W6 AT 4 CORNERS REV DATE DESCRIPTION c. W BEAM, A 06/02/03 REVIEW WALL A CABINET MOUNTING BOLTS ' A (3/8"- 1/2"o) SUPPLIED A TOP OF GRATE 13" BY CABINET MFG. iIIIIIII RF ENGINEER 5/8"0 A325 W6x15 ZONING / LEASING BOLTS (4 ,L iS ) m I CONSTRUCTION ENGINEER .i 1 , el II � ■ OPERATIONS jt W6x15 FIX NET 7 THICK RUBBER MAT p EXISTING ROOF I . O if 4 Q u LA I 4 4 C EXISTING BUILDING QQ \ ROOF, 6" THIC 4 4 T °1'°MY I 7 •1 4 Q 0 z EXISTING BUILDING VD WALL BELOW, 8" THICK o al CC d] v ® C1.� ® p, 0 r® a o SECTION B -B � ® my. 0 o 0 ® cat x 1" GRATING (MC NICHOLS GW100A OR EQUAL) ON _ AREA NOT OCCUPIED CABINET ABOVE BY EQUIPMENT CABINETS ANCHORED TO W6 AT 4 CORNERS CABINET MOUNTING BOLTS (3/8"- 1/2"0) SUPPLIED TOP OF GRATE 13" BY CABINET MFG. It r II 5/8"0 A325 PR INTED DATE: 06 -02 -03 g BOLTS 4 3 s DRAWN BY: HD CHECKED BY : VD /HM W6x15 STRUCTURAL DETAILS p EXISTING ROOF a a Q A3K0023 -A • 41 4 4 1/2" THICK a EXISTING BUILDING d 4 RUBBER MAT ROOF, 6" THICK 4 a RAMADA INN 1502 TEXAS AVE. COLLEGE STATION, TX 77840 Q W BEAM, WALL S 6 1 SCALE. NTS I 1 This Document is Confidential and the property of Purcell Systems • �� t 3 All and is protected under Mutual Non- Disclosure Agreement between SYSTEMS Purcell Systems, Inc and VoiceStream Wireless executed on 4/11/2002. • = — s Z p, 4 6F 1 o µ,ms. RAC774831 Specifications Physical Overall Exterior Dimensions 77 "H X 48 "W X 31 "D Internal Dimensions 68 "H X 30 "W X 31 "D- Equipment Compartment 68 "H X 18 "W X 31"D -Side Compartment 9 "H X 48 "W X 31 "D -Top Compartment Weight (Approx. in Lbs.) 200 (Cabinet only) 350 (DC Plant [300ADC capacity]) 100 (Air Conditioner) 470 (1 String of 155Ahr batteries [48Vj) Construction Material 0.125" thick aluminum (light - weight, corrosion- resistant) Powder Coat Paint UL Pa1Bone (Cod Gray) TG!C Polyester Insulation Foil backed insulation on interior surfaces Door (Front & Side doors, Rear Hatch removable) Latches Three -point latched, *Nokia ® -keyed entry, with door alarms Gasket ASTM and UL rated for outdoor use Equipment/Battery Mounting EIA Std 23" Rack Rails 22U (38.5 ") of rack space (6U open w/ 300A —48VDC Power /Dist Plant installed) Zone4 Compliant Battery Shelves Accommodates 2 strings of 155Ahr VRLA batteries ( -29" H) Pre- crimpei & routed battery cable assemblies available Environmental Air Conditioner with Heater Typical 4,000 Btu/Hr and 350W heater Standard Features AC Power Receptacle Box 4- Outlet gangbox for receptacles (GFI available) Cable -entry Ports Top Compartrnent aligns precisely to *Nokia® UltrasiteTM for Power and RF cable routing Power /Data Knockouts Various for power /gnding & data routing with liquid -tight seals Integrated Grounding Construction UL- approved bonding hardware and easily accessible mounting points for "single- point" grounding Agency Listing NEMA 4 (Equipment area), UL Compliant cabinet NEMA 3R (Top & Side Compartments) Warranty Limited 5 Year • '• S 22924 East Appleway Avenue Liberty Lake, WA 99206 *Nokia® and * *UltrasiteTM are the property of Nokia®. These 509- 755 -0341 Fax 509- 755 -0345 names are used for reference purposes only and in no way is www.sales @purcellsystems.com Purccll claiming any endorsements or approvals from Nokia ®. Document RAC774831 04/20/02 S S Z 1 0,S" or /0 Sections B -F refer to the following Cabinet Mounting Diagram: (NOTE: This view is Iooking up from the pad) Cabinet Front _ 1 , 4 48" e 30.5" - r 24.4" 2.8^ Ii I L° .. - 4.52" AC Service Conduit f Stub -up Area ° 0 0 Lft Side Telco backboard . • , I I 22.7" . Rt Side 15" .. Side Equipment 31" (Faces BTS1) Compartment Compartment . • 1 . • _ O v 3.347" ;: r ' . 1 3.79" . 1 4 \ Bottom RF-cable 4x3/4" Dia. Mounting Holes Access Cabinet Rear Figure 1: Cabinet Bottom Template with Side Compartment (on left) for AC Distribution, Air Conditioner, and Telco Demarcation Mounting. (This footprint does not include front & rear door [ -'25" swing -out] & personnel clearances) B. Providing Cabinet Support Structure: 1. A supporting structure (concrete pad or metal grating [for roof - tops]) with a loading capacity of 250 lbs. /ft should be installed to support the cabinet and fully loaded interior equipment (battery strings, DC Power Plant, air conditioner, etc.). WARNING: Failure to provision a sufficient supporting structure for the A cabinet will result in cabinet deformation and potential damage to internal equipment. C. Installing Cabinet Mounting Bolts: 1. Cabinet mounting bolts should be installed in the pattern designated in Figure 1. Dimensions in BOLD RED text relate to locating these mounting locations (from the front right corner). . Purcell Systems, Inc. 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E ,{ ", Hak -F -Ma ` From: Beyer, Ron J [RonB @ Valmont.com] _ ¢ z ts�Z6 Sent: Thursday, June 05, 2003 7:06 PM I`'� C =T (DuC --tb wiNf )— z To: 'HAKCa3MAXENGR.COM' _ k Cc: Foster, Amy Subject: RE: 92102 7v1-itR/ pNe i r (uctuaE Mavu� „�( cc 5,z(o-42`f —k = As-31K Here are the reactions you requested: (ro h^pH Ft� W1.4D > 2 co ON 100' Rost CN`CR Fra ■MC _ k7(. i��i ^ 0. / L r Uplift /leg - 4.24 kips 1 VALEA cA«L -) Download /leg - 5.26 kips Shear /leg - 3.39 kips 4-)s x (1! c.t,. OTM - 53.5 kip -ft effimATET r /c 3. � . .C.; is Regards, Ron Beyer Components Sales Manager - Salem 503 - 589 -6673 direct 503 -551 -4266 mobile 888 - 698 -9555 fax ronb @valmont.com Original Message From: Hak -F -Ma [mailto:hak @maxengr.com] Sent: Thursday, June 05, 2003 9:02 AM To: Foster Amy Subject: 192102 Hi, Amy I am reading the catalog (2002), on page 14.6, there is a frame (part # 92102) that can hold 8' antenna at 100 mph wind. My question is what is the corresponding (max) shear force, compression and tension on each leg. Also I want to know the leg plate size and bolt holes size and distance form the center of the plate before I can specify it. Please reply ASAP. Thanks Sincerely, Hak Original Message From: Foster, Amy [mailto:AmyF @Valmont.com] Sent: Wednesday, June 04, 2003 11:42 AM To: 'hak @maxengr.com' Subject: 31 -92110 Hak, Attached you will find the PDF for part number 92110. Hope this helps you out! Amy Foster Component Sales Associate Valmont Communications 888- 880 -9191 ext. 6641 1 �► MAX ENGINEERING LLC • f / Design Sheet 3 of 3 .► .► .. j j Client / — /40e1 LC Job No. 8 Z / Date Cls-A P AO Site Name/# RAMA DA r 1' i . A 3 K D D 2 3A Computed By Structure Reference - /44- (/ t00 e,4TAL© (2(1,02 ", - 6 t ,,�? ?2--"Cs -� � s 6 &s'6-/, -) 7 aa2 /co Air=hl (if's F�r A41 / - ) At / J T —J A iJ ' (i i c: /0 v(4 (pi 4 .J --. AT /06 4= '°c 3 ) i 3 �'s- G _ -7 / / Kt, _ / iz 6 ; _ / z 6 8 s - : /c k G. = /, 6 i.r ktokGsv _ / ?Cys 0. & S{ - 7 te,6 /U6 Irot 2 2 - 2 AU ki,-1 LA-D F o< v ( ( 0, <47 rot vn a l OL‘i-, X 049 4 :- 0, ( 4-/ / - (02(4 LAA-v @ (w Myhr ; o G' 2 .&Z )( L 4 (o 3 x �� rr .1-r ) 4 /,TeNt., i -1 (Z AI } ( -v vf' V �C h r/ .�: I� f `/ J k. t. � ANTENNA SUPPORT STRUCTURES ROOFTOP FRAMES) {doh : 7i' nite,omr,,- - 'c 2 CAJ -L 6- TRISECTOR ROOFTOP FRAME THREE -LEG TRISECTOR ROOFTOP FRAME • WITH CLIMBING, LADDER;S&_PLATFORM FOR ANCHORED INSTALLATION The Tri- Sector Rooftop Frame enables installation of up to twelve panel antennas for three sectors on one rooftop. three- Three -Leg Tri - Sector Rooftop Frame provides mounting leg structure. The Frames are secured to the roof using sepa- locations for up to twelve 27," OD mounting pipes. The ratcly ordered Anchor Bolt Kits. below. Frame is designed to support up to forty -eight 2' diameter 7 Antenna separation with four antennas per sector is 4', with shielded antennas. Design loading, per TIA/EIA222F, is for i ;k . =•a u. an outside- antenna separation of 12'. When mounting three 100 mph basic wind speed, /: radial ice and a roof elevation its s. s antennas per sector, an alternate center - antenna location pro- of 100' above grade line. n wr 4 vides for a 6' antenna separation. The Frame is secured to the roof using separately ordered x r t 4„.` Wireless panel antennas mount to the Frames on separately Anchor Bolt Kits (page 14.9). An inside climbing ladder and r yr ordered 2 OD Antenna Mounting Pipes (page 8.1). Pipe a platform with an access hatch is included. , 1t-ngths are selected to match the antenna length and the Antennas mount to the frame on separately ordered hL required mounting height above the roof. _-___ - -- 27•" OD Antenna - Mounting -Pipes (page 8.1). Pipe lengths {; Tri- Sector Rooftop Frames are designed to support twelve 1' are determined by the number and size of antennas per 4 1' wide by 8' tall panel antennas. Design loading. per TIA/EIA mount. 222 -F, is for 100 mph basic wind speed, 'L" of radial ice and r r c a roof elevation of 100' above grade line. r �t C' -c-• w . ., 1 1t , _ .,,,, . 0 , , „, . ,,...,,, . ,.,.., ,,,......., .. ;..,.....„,._. , , i, a r Frame i �' '^�1 , , a'' i - . . , Height � C ' m ., --,..--■ tr ------ A I/7 - . a ' ..', - t 1 411111111111,t • •' 13' anchor bolt • ►' center -to- center �k 1 .. d F. M 4 ?2,,, , Product List 1 ' Number Description Price `- TY `` ='sa._. 92101 5' High $830.00 _÷.. 92102 10 h 44 High 44 a go-+t $1,120.00 - - - - -- � -- - / - - - -- 13' anchor bolt 9 15 High $1,680.00 center -to- center 92104 20' High S2,225.00 Product List Product List Number Description Price Number Description Price B2411 15' High Tri- Sector Frame w/ ladder _ $3,600.00 4 92107 Anchor bolt Kit 7/8" x 1' - Threaded Rod $115.00 B2412 20' High Tri- Sector Frame w/ ladder $4,150.00 Vaim®6lt 1 =888 880 9191 t ;3575 25Tt.STREET SE SALEM I , ORE 97302 1123, USA www valmont com' MIC'RC)FI FCT MAX ENGINEERING LLC ,g4 Design Sheet S of g .• 7-- ^ ,p Client /� 4 Job No. 8Z / Date 64-k Site Name/# RAMAAA . 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