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09/20/1985 AgreementA G R E E M E N T Proposal #5027, dated August 30, 1985, a copy of the same attached hereto and made a part hereof, submitted by EMCEE Broadcast Products to Monroe County, Florida, for Islamorada and West Summerland Upgrades and Key West Translator Station for Monroe County. TOTAL: $460,000.00. Subject to the provision of an appropriate Performance Bond. Approved for signature by the Mayor/Chairman of the Board of County Commissioners of Monroe County, Florida, by unanimous vote of said Board on the 20th day of September, A.D. 1985. (SEAL) ACCEPTED BY: wiineimina u. narvey Mayor/Chairman of the Board of County Commissioners of Monroe County, Florida ACCEPTED BY: E r a cast Products APPROVED AS TO FORM A/� GAL SUrf/CIrNC By Attorneys Office 'm` �, t Sy@1 ,rs,�_,4�^ k �,,,, �'K 7 M � xa.ay,. aw,��eei • p t t f d ta E+t7, WIN ff �".' = q., i ,•. '" i -x i i.. A yPROPOSALa FOR a� WE r ISI MORADA & WEST SUMMERLAND UPGRADES Y 9g 'AND KEY WEST 'tr" TRANSLATOR STATION '�Vx- ' FOR MONROE COUNTY'.IVY- ,t '.t L., 'F"i+ �dq. 'S .. _ - :'- •iv x'9xe�.: t iT 'i 'i'�' a •tw;-. s x' fir'" s?, `PROPOSAL 5027 to lrsc^F z 2r. ,��{iX' ky' aS" s t ' n w a`pt " x�cc�s a a tn" � i .�st'la-r `{ ...z z r a +�* -• y� ` a � � F'r , �;� ,�„� 3 �: ��'.� �.";°f � t � sr�t l �y y �. -kk � i .vn� •,s �' {'Y r' � s" 71, A en: ', � .k +� kr '�- §, x � .. 'i ?y� .a � .,.s +1 '4'r .sue N`a,�•�s 1`" +. 3'�'+ d : }�.x .• " x 1 `�G �`�u� �. - �iA '� �; �, � �6 ,� h 'fix * T � �� � � � ry�j fr N q� x.,R r]`9r.� .'1•S n,� y ,g.4 f r A' 'y'•6��#y° )S"S . ��4"", mat ::� °�_{ s >,I --�'��'�" ,� r �r t.,oH� a•4 Submitted By: EMCEE Broadcast Products Cont act ... John Saul 1-800-233-6193 August 30; 1985 t' y 5 Zi•' BROADCAST �, `Y PRODUCTS TABLE OF CONTENTS Pages) SECTION ONE - TECHNICAL SECTION WEST SUMMERLAND UPGRADE ------------------------------------ 1 - 5 ISLAMORADA UPGRADE ---------------------------------------- 6 - 14 KEY WEST (DREGERS KEY) TRANSLATOR STATION ----------------- 15 - 22 INTRODUCTION ---------------------------------------------- 23 OVERVIEW-------------------------------------------------- 24 - 26 TECHNICAL APPROACH --------------------------------------- 27 - 46 SECTION TWO - COST SECTION TOTAL OF ALL SITES ---------------------------------------- 47 SCHEDULE OF VALUE ----------------------------------------- 48 PROJECT SCHEDULE ----------------------------------------- 49 SECTION THREE - GENERAL GENERAL--------------------------------------------------- 50 - 54 NOTICE---------------------------------------------------- 55 SIGNAL STRENGTH TABULATIONS ---- --------------------------- 56 GENERAL CONDITIONS FOR TOWER QUOTATIONS ------------------- 57 - 58 APPENDIX -------------------------------------------------- 59 - 63 Kiz TABLE OF CONTENTS Pages) SECTION FOUR - MANAGEMENT SECTION PROJECT MANAGEMENT ---------------------------------------- 64 - 65 COMPUTER -ASSISTED ACCOUNT MANAGEMENT ---------------------- 66 - 67 QUALITY ASSURANCE --------- --------------------------- --=--68 COMPANY -HISTORY ------------------------------------------ 69 - 70 CUSTOMER SUPPORT SERVICES --------------------------------- 71 - 73 FACTORY AND FIELD TRAINING SERVICES ----------------------- 74 - 76 GENERAL RELATED EXPERIENCE ------------------------------- 77 - 80 n Sw i • rt {,• {� � k ,+f .,d. 4 'k _ � �, ? Oftr7 t ; °eP ` f r•: t z" " a # W �• i .:: c"� � t .r' � f '. a .' �` ° r at`i s r �, �3c^ � ,�' . r. t xz+r 6 e ; r• . a" ,' i �- e� 7 � �i�u n �7 r � � 6, in - ���� � ti • t dr 3.L.'' i a �P •r. ^� a x_t ' •ti+Li'SS�d`I'S' S�' 'S'.. rY}. 5 d'4 ^' iG a. $�, k�iP^'i F ..�. r.. 'h.0 i'...'�' ;�.i' r^.. WIN N TECHNICAL SECTION 4 A 0 r'd Y_ ,4�.�u _ S _: � � do-. � � { •'Y;' � ,. `�, � ,. -aw` � 4 � i � �9v � . "� ' ,Y ,C I ,� i �? 1• � x "".a t � may_ 4.'�' #+e �� � 4 :s �.� $�'k �,'. 4.°i �� }%S " r' X., �,. x -} i . A� Y � •., � h �_ :�..A � -. ,a ,� z .� s 5 %r�i. �1 � it -' r. �� sv 1. t ,f•i Yy r * sir ,:E.: �344 deb sY n= '�71 x . siz .rx 3 Y a** T t +'. ' YzE`` tM °' ' ray �.fwr � k'h 1 .�`� w ",a W i� x� r'• r� �' 1i �' +'��zwx a �,t �¢4�^ � . _' jj �+ a ,s-a � ,q A 7< tom" � •�� '"z :-; R r, -� 4 BROADCAST PRODUCTS WEST SUMMERLAND UPGRADE This proposal includes the necessary materials and labor to provide for an increase in effective radiated power, and height, at the West Summerland, (Big Pine) translator station. The primary purpose of this upgrade.is to increase the signal level at the Key West translator station and to improve coverage to the East and West. Statistical . coverage will increase due to the height and power increases and this improvement will partially offset the factor of below minimum path clearance between West Summerland and Key West. The major factors providing for the increase in performance are: 1. Increased antenna gain will provide nearly double the previous effective radiated power. 2. The tower height will be increased approximately 50 feet. 3. The new antennas will be top -mounted and an improvement in the radiation pattern at 180° relative to the main lobe is anticipated. The overall effect of this upgrade is that signal coverage in all directions will be improved in accordance with the maps/diagrams furnished. -1- gOG�R BFf1J C�1 3(,� 4i w W •.+ �,,,� w v� I 2 - j � N NivN^.t t r � 1 1 ' � I 1 I I i 1 1 I 1 , j i 1 1 I I I PRhWINCx Nor. To Sr- ALE s► �� �r►oN-3 AMSL MEAN i\f.LAT z4039 Oz•, W.LON4?1° j IfIB I.i �. VeRnCAL PLAN RNMR RR PROMEP W. SOANYIERLHN, TRAMS T-0 AAtMNN/} ih�DiFK�i i�� 1 e*t rno W -i > U.) LLJ Lu cc 0 w 3d w U) z O ;D NOTES I TOWER DESIGN CONFORMS TO BIA STANDARD RO-222-0 FOR 00/60 PW WINCLOAD WITH NO ICE. 2: MATOWU (A) TOWER MOWN 2/40 AND LWAM Vy-M 000 PBX. 00 TOWER NEMSERS LESS THAN 8/0 lry-M 000 PBX. S. FINIM HOT DIPPED SALVANIZED AFTER FABRICATION. FAA CODE PAINT. FIELD APPLIED. 4. ANTOMS: TWO MOSMAR SMU ANTENNJAM AT TOP WITH I WG* LINES ONE-6'QRXO 8 TWO 4*GRXDB WITH 7/0' LINES AT 275' a. WIN. watim 1/4% UNLESS OTHERWISE SPECIFIED. ALL WELDING TO CONFORM TO AM SPECIFICATIONS. S. 91A SACRANDINS FOR TOWER. 7. A- 2 LISHlT KIT IN CONDUIT �#30 X 345' (MODIFIED, DESIGN) PART NO' PROPOSED WEST SUMMERLAND KEY. FLORIDA NAME #30 X 345' P GUYED TOWER I—ROD,INC . APPROVED BY DATE PLY90UTKINDIANA 48583 MCH RS-JA*-SO RESAMSZNEMR NEW AN MOM (OL;WP-85-01-129 P —3— 1 Log J Gr-ee _(dark) shaded area depicts current coverage. Yell w (light) shaded area depicts additional coverage to b provided bymodifications. V ------ R 40C G _ee _L( Yell w to b P3 r Harbor Key REAT WHITE A'TP1*ONAL'WALbLIAE REFUGE Gfi --------------------- ------------------------ �t;!P Spanish Key 0 little Spanish K*rI I%west Bahia L A iHondo Ke Jai Sawyer T 0, 5 o•Mjr .0 0 war K Cron. Key • Key Crawl Key Sondfly Key Howe )�_ _ ___ 0 1 --R &COD'On :5�� V xisy ey Water' AR E • roqh KO 14 0 Cftoon, r% V. r pro 5 me -1 PO is* Pin* K* K Budd KO ropfroe 'Big Torch Pumpkin Ho Key Knockerrvdl e�jj 11 Key Q is KeysK. Utflosmsk. L. cudj4i'k -pr- % 4 win Kee A�: 2 0:. Psi, eys 'IA PL Key W Sugar A —ru n ,Perk Cj -3 0 tt 31 U11 �1 a z Nf Ind Key efic n Key it Key fts 30 'o' �p R N116 -W E 1 0100 — FA .30 0 K. ANI HONDA TE P RK Bahsa Hona Kty hh Scale 1:250.0il' MAXIMUM ELPATION LES-) I -4- MONROE COUNTY SCHEDULE A Proposal Number: #5027 . Proposal Date: August 30, 1985 ITEM MFG. NO. QUANTITY NUMBER DESCRIPTION 1 LOT 2 LOT 3 LOT 4 LOT 5 6 7 8 9 10 LOT 11 TOTAL THIS SITE ONLY WEST SUMMERLAND MODIFICATIONS (Excluding transmit antennas) PI -ROD Engineering and material to modify existing tower structure ANDREW Heliax transmission line ANDREW Heliax transmission line connectors ANDREW Attachment hardware PAUL KENSON Foundation analysis ASSOCIATES EMCEE Remove existing tower EMCEE Install 2 each Bogner B8U EMCEE Repaint tower (new color band configuration required by FAA rules) EMCEE Field engineering services EMCEE Miscellaneous hardware Freight $ 35,706.75 -5- (k) ISLAMORADA UPGRADE This proposal includes the necessary materials and labor to provide for increasing the coverage area of the existing Islamorada translator station. The following discussion will describe the philosophy and objectives of the modifications. Following discussions with Monroe County translator board personnel, and subsequent field investigations, it was learned that certain locations, lacking sufficient height and/or receive antenna system performance were not able to realize satisfactory reception from the Key Largo translator. While the signal is being satisfactorily received at the Islamorada station and is therefore being propagated in accordance with expectations, the measures required may be beyond the constraints of modest cost, thereby preventing some residents from realizing satisfactory reception. Toward simplifying and reducing the cost of reception, several system upgrades were considered. The best choice appears to be in the form of modification of the coverage' pattern of the Islamorada transmitting antenna to effect a bidirectional radiation pattern (as opposed to the present unidirectional pattern). If the radiation pattern of the existing antennas were changed to a bidirectional pattern of the same E and H plane half power beamwidths, the intensity of radiation from Islamorada in the original orientation azimuth would be reduced by approximately 3 dB. In order to realize a radiation pattern equivalent.to the original ERP, in both directions, the vertical pattern (H plane) must be compressed to 50 percent of its _previous width. This can be accomplished by increasing the vertical ISLAMORADA UPGRADE - Continued gain of the transmitting antennas and in this case such is achieved by increasing the number of slot bays from 4 to 8. Additionally, in order to prevent pattern aberration attendant to tower shadowing, top mounting will be specified with appropriate modifications to the tower proper in order to accomodate the additional and reconfigured loading. The bidirectional radiation pattern will allow for greatly increased ERP from Islamorada in the direction of Plantation Key thereby pro- viding for increased signal levels and more modest receive antennas. -7- 11SL%M0F: Lt r=r_0F:7Ir:�l::r;C:l:_r�: ri-C r ! 7- i , 6 C i7iiFT =2G 'rJ• ?•� I.25G0 G.56�S U 338 141US UI�,"i. HEIGIiT M!T. iENS_ WT./FT• AE "iliNL{EFt iH.Li=f!• ?�:� 1 .;�4 `�-` - --c ------------- 1f . t iJZ G.3150 120 i. 4 G."3 :05•F) -7 J- ,r.c 93., 0•3.75G E0 • J•1 • 0 `,73 1 16JU 3 - 16�.4 Sf h0hENT WEIGHT L.1NE i i60 Gv 0.1108 q QlQ G HEIGHT SjP i, U—E I GHi L i N F U . j 7 v . C• ci i ..; J 0 JSLirMUl�f DAr FLORIlii; iii..Li- MODIFIED Fi)F-, 'FI)F' H.C)UNIE], i GLitfi,F'=; F'AGF Hl 50 F s F ilo it'"! L.F VEL HT • LIE FL. HT F. Hi i�ii,ii. TENS r"i,Cl /S:ir•£ l i 4 245. 1 . 189 0. ^.66 1 . 0 0 i 0. 3750 5.1199 . e0 3 160. 0.747 0.415 1.154 0.3750 :,.311 2•90 120. 0.356 0.297 1 . 195, 0. -750 4 .1159 3. •1;.i 1 ay. 0.201 D . A --- 5 1 . 23--1 v. S75C, 4 . GbrJ 7 -79 (iNCH01IN UPLIFT HGI:I7 ANGLE 152 17.24 16.7,9 •i76 MAXIMUM (Ah50LUIE) VALUE UITHIN SPAN HT SrF h r + rSUM1*41 LUP.V SHEAR RAT IO LEGS: UIND �'46 7 -i8.57 O.Z:, 1.19 0.46 -10.68 245 6 -10.85 .15.-, a -1.72 0.74 9.22 235 :► 11.68 16•02 •-0.58 0.22 i2.09 -14 . i6 1 6. F.6 i ..=? 0. Q0 i .i3 ? J -17• 4 �•iJ'i 1C1c� 0. 3.04 i 2 �' -15.c,b �•0.??, -1.v3 C'.70 , i0.=2 c r� 1 12.22 34.15 -i•.:4 0.55 iS.JJ LEE 5.40 8.24 3.212 9.50 13.17 i 89 RATIO _1.:,6 G.J1 0 . .10 0 . t C, 0.61 1!,LAMORAIiA. FLORIA/EMCEE MODIFIi T, FOR TOP MOUNTED YijGwIRS PAGE 3 HODE-L [ 24 axr.:i FACT. WII4D h. K�:4. 5G F';;F Ho:CE LFVEL HT. IiEFL I:/HT PHI UTAM TF-1.1s FACT/0-AFET•i 4 245. 1.694 0.692 3 1.002 0.3750 •1.605 3.34 i80. 0.956 0.53? 1.173 G.3750 4.212 3.66 2 120: 0.347 0.289 1.217 0.3750 3.334 4.62 i o0. 0.158 0.263 1.2.19 0.3750 3.041 5.06 iif+/.:tiUM (ABSOLUTE) VALUE WITHI14 SPAT! i;T SPAN M 0 H E N T LOAD 2416 SHEAR RATIO LEGS: WIND- LEE 'RATIO i -:8.57 0.i3245 1.19 0.46 -5.32 10.77 0-36 235 b -10.76 17.46 -i.-93 0.74 7.89 11.97 0.40 11.86 17.77 •^ 22 L � G -V•JG v.22 9•41 � • ' 75 0•31 4 -14.71 i8.81 180 i.:i3 G.91 9.44 14.76 0.49 -22.?,5 26.36 i.09 0.75 8.15 21.86 i C•.73 r .O .' 20. 1-1 32.40 -i .0 0.71 10.25 22.07 0. i l 12.o2 1.25 C.-815 15.s8 17.98 -6=10- ( 1) J Q Wcn Lo LLJ •aa.i� oC CL . �aSRS ` QJO ti wUw A F � V • N G `coo m co I I 0 ii I I x >< O F t wr= W I J W \ m W 2 \ O I i � O NOTES —� 1. TOKEK DESIGN CO FORNG TO EIA STANDARD Rf-222-C FOR 00 ►W MI/OLOAO WITH MO Ica. 2.-TEA'AU W TOMD1 Me" 0/4• AND LApOpt 1 !'Ir-O0. 000 PSI. ON IOMDW MDld1f LESS T11AM LI' /T-Si. 000 MI. 2' ALLOWASU SOIL PRESSIIK A99LMM TO LL 4000 ►W. COMgiT[ TO K 2.000 MI 0 28 DAYS. REINFORCING W TO CONFORM TO AITM K10 GRADE LO SPECIFICATIONS . PECIFI ATIO S. CONCRETE INSTALLATION TO CO FORM TO ACI-312 SUriDI►G REOUIROiD/TS FOR REINFORCED CONCRETE. ALL CONCAETI TO W PLACED AGAINST UNDISTI/i® EARTW FM OF WATER AND ALL FOREIGN OBJECTS AND MATERIALS. �. /IMISK NOT OI/Fm GALVAMIILD AFTER FAIIHIGTIOM. - 1 G. AMTLNMASI TVNO-GGAY SOGMAR ANTDWLS AT TOP MITN.! "I LINgS TYO••i• GRID DISNEJ YSTN 7/9'l2►Ef AT 2110' E. MIM. MILD! L/A' L"ASS OTHEFNISI OMMIFIEO. ALL WELDING TO CONFORM TO AMS SPECIFICATIONS. ! ISLAMORADA. FLORIA/EMCEE --• — i MODIFIED FOR TOP MOUNTED DOGNARS PRAT "o•PROPOSED -- — /24 X 2,6' GUYED TOWER PI —ROD/ INC . _AVPF OA PLYMOUTK INDIANA 463631 OOOIIPTI OATZ RCM 01hOEc-•3 _2 REG.0Ggi1iL1 iCi�iL—.—•� DiNO .Iq ._. PAGE RKn12ONG . _ NOTED IDOA4e1 8312017 As NO -11- P. A SOW44 .119a Ckj 5,2-43 2W' 2 IL' MEAN SU I-EVOL Al L Ar = z4,, re 12.4" W. LO #JC:l ROO 371 01. 6" EYHIB IT# WrITICA FLAW . SXroTC14-- -fOR: PAOPOSE-D IRAIJSLATtot ANTF—ivriA f%0'fvcAr'401 —12— K.yo 0 I o Glw Ko"Cow "Y Ib 4 IQ ,0 �o�% c� F Q I , O '_T' K;r I -:.:N. A T I ON L 'IS., .r.:, K.,. 1 '0 Transmitter ti . c..«, .,,— ea E*3 Principle i Kay L.wO L.I. pow G � P n o.� KOr I 'IN MEN v IS{,,,. h K r N Pat KV 11oW ChrIM nso pl Or ®Asdipws R+I' I 1 I� , ---.�837E Green dark) shaded area covera e. / icts current Yellowl(light haded arealdepicts additional coverai e t • e provided by' odif ications . -13- F s Z Scale 1:25( S 0 S S 0 5 t0 i �z MAXIMUM ELEVATION LE TRANSVERSE MERCATC KACK NUMKMM LWM IMIGUi: 7W 10=0 mat* tr � �_. MONROE COUNTY SCHEDULE A Proposal Number: #5027 Proposal Date: August 30, 1985 ITEM MFG. NO. QUANTITY NUMBER DESCRIPTION ISLAMORADA MODIFICATIONS (Excluding transmit antennas) 1 LOT PI -ROD Engineering and material to modify existing tower structure 2 LOT ANDREW Heliax transmission line 3 LOT ANDREW Heliax transmission line connectors 4 LOT ANDREW Attachment hardware 5 PAUL KENSON Foundation analysis ASSOCIATES 6 EMCEE Remove existing tower 7 EMCEE Install 2 each Bogner B8U 8 EMCEE Repaint tower (new color band configuration required by FAA rules) 9 EMCEE Field engineering services 10 LOT EMCEE Miscellaneous hardware 11 Freight TOTAL THIS SITE ONLY $ 28,201.00 MONROE COUNTY SCHEDULE A Proposal Number: #5027 'iroposal Date: August 30, 1985 . ITEM MFG. NO. QUANTITY NUMBER DESCRIPTION KEY WEST (DREGERS KEY) Excluding Transmit Antenna 1 5 TUl00D/U .100 watt UHF translator EMCEE 2 5 EMCEE Saw filter/amplifier 3 5 P672GRN-M1 Grid parabolic ANIXTER-MARK 4 LOT ANDREW Heliax transmission line 5 LOT ANDREW Heliax transmission line connectors 6 LOT ANDREW Attachment hardware 7 LOT ANDREW Pressurization equipment 8 Building•foundation design/ installation 9 VIRGINIA Signal 12 x 20 x 9 foot building FIBERGLASS including air conditioning, AC power, auxiliary fan, stairway 10 2 3854(2) UHF diplexer MICROWAVE FILTER 11 1 U28x160 160 foot self-su PPort tower PI -ROD 12 1 Tower foundation design/ installation 13 1 EMCEE Tower, antenna, line installation LO -15- A MONROE COUNTY SCHEDULE A Proposal Number: #5027 Proposal Date: August 30, 1985 ITEM MFG. NO. UANTITY NUMBER 14 DESCRIPTION KEY WEST (DREGERS KEY) Excluding Transmit Antenna Fencing around tower/building CONTRACTOR 15 EMCEE Field enginenering service 16 Miscellaneous hardware 17 Electric meter installation 18 Electrical interface 19 Auto dial system with clock/solid state light controller 20 Freight TOTAL THIS SITE ONLY LOCAL $357,624.35 -16- MONROE' COUNTY TOWER LIGHT MDNITOI: SYSTEM n The proposed Tower Light Monitor System will flash the beacon lamps as will as monitor both beacon lamps and both obstruction lamps. In the event of a power failure or a light failure, a prddetermined location will be telephoned and a prerecorded message played; the message and the telephone location are user defined. SYSTEM COMPONENTS The system consists of the following components: Hughey & Phillips Tower Lighting Control Unit Ademco No. 1320 No. 96 No. 612 No. 663 No. 618 COMPONENT DESCRIPTION Power Supply AC Recharger DC Supply Phone Dialer Line Seizure/Switch Module .(optional) Dialer Programmer Hughey & Phillips Tower Lighting Control Unit This unit will turn on the tower lights in accordance with FAA ambient light regulations; also, FAA regulations regarding the beacon flash rate are observeJ. The unit will provide an alarm (a relay closure) in the event of a power failure or a light failure. Ademco Phone Dialer erne Phone Dialer No. 612 is the unit which connects to the telephone lines and contains the taped messages and telephone numbers. The Dialer Programmer No. 618 is used to program the tape with messages and phone numbers. The Recharger No. 96 is the DC power supply for the Phone Dialer; it also houses the battery backup system, which would be needed with the occurrence of a power failure. The Power Supply No. 1320 is just a conveniently housed transformer. The Line Seizure/Switch Module No. 663 is an optional unit, but it would be beneficial to have. This module is wired directly to the telephone company lines. It automatically disconnects all telephones in the protected premises and allows the Phone Dialer to send messages without interruption. It also isolates the Phone Dialer from the telephone line in order to protect it from almost all voltage surgers experienced on telephone lines due to lightning, testing, etc. This unit also has a manual override switch for servicing; this enables the operator to disconnect the Line Seizure/Switch Module and the Phone Dialer from the telephone lines. The module also has provisions for the installation of an extension telephone. -17- F►� b G S k %� V 'a uW Q 3 i S¢uh i wit ?A i�eor,:a a,T..•rJt ( HORUWAL AKUY NO SPAuwr4 ) I �p1ATioN C� R s J f ch c.� ! 6S•YFr A�,I. • Ip��AMsL Gh 44J 41 147.10 A6L T M h it 31 I1'7.0 ft A& L CALL AWTeiNAS $OGNEft 68u) D?Aw/w&2 NOT TO SCALE Sim fdeRO SER LEY 4. --- - - -•----._._ __ _ __ _ _._ Pi.LAT= 2+{�39'SSi1 w•LONr4- 804 &' 00" x RIB IT # Z - \atrXAI PLAN 5KETcH FoR PROPOSED KEY WEST TRAnSCUnR LOCA-naV AIObjfKAnow ZD ZD ZD T H 9 z tD 0 LO 0 a) o ai H � 1-4 —t " 1 F- 0 l ci F- 1 0 LLI LLI M U) DU) =3 ul 4;�v . C. - T �� b O N T i oz H O tj Q z (n O 3cii HJ Y U m H acr )-o �w N CU cu w a �? CU w N w N T T T O O IT tD O co N H N H (U H I I I w W W ON ON OG] cm N • co w tL to Q O U v a.. W w H C3 0 0 H O i a � o �"� } m Q a a n� m H C W m Q O p o Q w tD 0 O F- z O J o Q LL tD W cn d x H mwaa . ti CU '' m N (n in cca d 0 3 N IL w QD m to Y onLLI 0 W w o W w z W � a in(L w U s lcc W w H _ a 0 z m o z H C I•- I H a m H Q p� �— ow ul w cc w a T iw C.)-j IC° —20— service entrance panels, enclosed circuit breakers, safety disconnects, and related equipment. Both single- and three-phase equipment is rou- tinely supplied. Where required for systems design considerations, a variety of options such as shunt trip main breakers and auxiliary monitor contacts can be provided. VFP supplies as standard.products, snap -in breaker panels with main ratings, breaker frame ratings, and breaker interrupt ratings consistent with the application. All standard service entrance equipment is rated 60 Hz. 3.4.5 Standard Color Coding VFP wiring methods conform to industry wide color coding standards in conformance with the NEC and other recognized authorities as follows: ° For ac distribution: Line Red Neutral White Safety ground Green ° For do distribution: Ground Black +5 Vdc Green +12 Vdc Red ° For thermostats: Power Red Fan Green Heat White Air conditioning Yellow Common Brown 3.4.6 Building Penetrations Unless otherwise specified, service entrance is directly through the building wall into the service entrance panel. An appropriately sized nipple is provided through the wall, capped on the building A exterior. 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Q m m m to IZ 0 m m m w O HS 4 m d Q W LL. 3 q J N w x U W a z r w~ Wa H o Q I < F' 0 m U. < � 0 = N m 3, x N d0 Q eC H m Z S H I .i w w cc J d m Fa--xx 0 > H 1-F U)umi x z U) x C U Ir Z~ 0 w W fag li-0 a o H Z s • U-z U~ d w Z . a o F- > Z Y H M x IHi, m O F- O H z Q c_ ¢ Q m z 3r o J UJ w W H w N x F- U) z F- z Q F x m LL. Q z W< .+ CV f0 4 10 m n m F- a 0 z m o z H O F- H a m tr H Q U > tn W w S 0 xW CJJ F' \� -21- ;reen (dark) shad d area depicts auth rized coverage. .ellow (light) shide*d area depicts adlitional coverage -o be provided byl modifications. C% V S tp �COk; Urrect#4 Keys S�i Point VREE�A� rWf T1 T E HERON jV N—) r C A A, LAnipe li&�m INATI NALWILDLIFE", Mud Keys Keys .:�, 3 %1. ,1.� (l{,r.tq P E Y WEST Cottrell Key ez Little Mullet Key C- Big Mullet ley NA! W I L D L I E Mule Key S 14A%!AL _ Barrocouto K*7, T fU K 1� toe Ina, m.Kej Key W Z C. Ciatillt 'K G ro r.0 Wo Man Kl Sallost Key ey Key 1 1 Ves t �h r LIT LIS 30 It 30 S4 C MIT MS Ground I V*11 Horbor Key ...4ower Horbor K!y!._ Waltz Coon ey Key oy Crane Fi.� o'wk Key.- Coy '0� Z.., Keys' Round Key, malfaloon Key,. Key T ddlehill K @I R 24 CO_ y Widd$* S' robe 300 �30 . ..... 1:250 n Somb* —120 0 1 -22- MAXIMUM ELEVATION LESS THAN 50 1.0 INTRODUCTION •- 1.1 -Scope This specification describes the general design and construction features of The Signal Building, a series of specialized transportable communications buildings manufactured by VFP, Inc., Roanoke, Virginia. In addition, a wide variety of optional equipment and modifications is discussed which will allow the designer to"tailor a building to a speci- fic application. While a large number of building designs and options are presented in this document, it is by no means totally inclusive. VFP welcomes the opportunity to discuss any particular application. 1.2 Applicable Documents The following documents, of the most recent issue, form a part of this specification to the extent indicated: ANSI/NFPA-70 National Electric Code - National Fire Protection Association, Batterymarch Park, Quincy, MA 02269. ASTM-E-84 - Standard Test Method for Surface Burning Characteristics of Building Materials. MIL-I-45208 - Military Specification - Inspection System Requirements. PS1-74 - U.S. Product Standard for Construction and Industrial Plywood With Typical APA Trademarks - American Plywood Association, Tacoma, WA 98411. NFPA-12A - National Fire Protection Association - Standard on HALON Extinguishing Systems. ANSI-58 - American National Standards for Minimum Design Loads for Buildings, and Other Structures. . -231 2.0 OVERVIEW 2.1 The Company VFP, Inc., is located in a modern manufacturing facility in Roanoke, Virginia. Within this company-ownedfacility, all phases of building manufacture are performed. Using the most modern equipment, VFP produces a variety of buildings for the satellite, microwave,. telephone, and.related communications industries. VFP is equipped to design and manufacture buildings with a variety of special -features such as radio frequency interference (rfi) shielding, perimeter ground systems, emergency power generation systems, and uninterruptable power systems. VFP is equipped also to support installation of customer -furnished communication electronics. Supporting the manufacturing operation is an engineering department familiar with all phases of building construction and design, and with ( E the application of buildings to a myriad of communications systems. Our j' I t engineering and production management team represents over 50 years' experience in communications system design and integration including microwave, telephone, satellite terminals, fiber optics, and a variety r } of sophisticated special systems. This experience ensures that a VFP L s Signal Building is ideally suited to the specific needs of your com- munications. 2.2 Related Experience For over 15 years VFP has manufactured custom designed buildings for all phases of the communication industry. In over 35 countries, The Signal Building is known for quality of workmanship, suitability of 2 f -24- 1 design, and cost effectiveness. From Greenland to Saudi Arabia and all �• across the United States, VFP buildings continue year after year pro- viding reliable, maintenance free, controlled environments for some of the most critical and complex equipment in the world. The variety of buildings designed and built by VFP includes: Diesel power generation buildings with up to 230 kilowatt (kW) generators, 60 kW UPS (Uninterruptable Power System) systems, and all related distribution equipment. ° A 38 x 27 foot (ft) communication building with separate air filtration and desalination buildings. ° 8 x 20 ft buildings designed for export shipment. Meeting the international container code specifications, the buildings can hold up to 60,000 pounds (lb) and be stacked up to six high in the hold of a ship. A specially designed microwave shelter for a coal fired power plant, incorporating a 0.5 micron (,um) air filtration system • with air locks and enclosed air conditioning. Building accessories have included ice shielding, bullet proofing, sanitary facilities, living quarters, and brick siding and exposed aggregate exteriors. VFP has both the facilities and experience to design and produce buildings meeting the complex requirements of today's communication systems. We invite your inspection of our facilities. 2.3 Building Certification Compliance with local zoning codes can be a matter of concern with a number of widely spaced sites. In addition, several states and . —25— 3 f municipalities have imposed restrictions on buildings brought into their r L jurisdiction; these areas include -Ohio, Florida Indiana, the City of Houston, Texas and others. It.is anticipated that other areas will impose similar restrictions, in the near future. ; Established primarily to ensure the quality of mobile homes, the regulations generally require plan approval by a professional engineer in the applicable state, construction to the uniform building code as modified by the state, submission of structural analysis, and inprocess I im inspection during manufacture. States which have such programs usually waive local on -site building inspection. VFP maintains all required individual certifications through a I series of in -plant periodic audits, by the various building departments, inspections by authorized third party agencies, and required regular submission of data. In addition, as other areas impose similar restric- tions, VFP will establish and maintain those certifications as well. I To our customers this aggressive program of compliance is signifi- cant. First, it assures that buildings meet a high standard of struc- tural integrity. Second, it assures an ongoing active inprocess quality assurance program. Last, and most important, complications with state and local zoning ordinances are minimized, resulting ultimately in reduced program costs. 4 -26- 3.0 TECHNICAL APPROACH (STANDARD BUILDING) Section_3.0 describes the standard Signal Building construction and 9 9 i the standard equipment which will be supplied if there are no definitive customer specifications. Section 4.0 discusses modifications to the 'f basic construction and accessories and auxiliary equipment which can be supplied to meet'specific applications such as transportable units and foreign power systems. Section 4.0 is by no means inclusive. VFP will be pleased to design buildings to meet other applications, working with customer engineering personnel to achieve a design which is responsive as well as cost effective. 3.1 Building Dimensions Throughout this document, dimensions for buildings are expressed in the form of outside width x outside length x inside ceiling height. To determine inside width and length, assume a wall thickness of 4-1/8 inches. All dimensions are exclusive of fiberglass, nominally 1/8 inch. 3.2 Structural Details A summary of structural specifications is presented in Table 3.2-1 for various building widths. Although there are some differences between buildings as a function of width, all buildings share similar construction features. A typical building section is shown in Figure 3.2-1. 3.2.1 Skid Each building rests on an integral skid structure designed to sup- port the building during transportation, lifting, and final placement on -site. The skid is constructed of two steel I -beams mounted along 5 -27- r, AREA LOAD LIMITS ROOF 95 pounds per square foot uniform live plus (Standard Building) dead load with no more than 1000 pounds over any four (4) square foot area. ROOF (Stone 80 pounds per square foot uniform live plus Aggregate Building) dead load with no more than 1000 pounds over any four (4) square foot area. WALLS 150 miles per hour wind loading including overturning moments. FLOORS - Buildings on Foundation - 200 pounds per square foot uniform load with no more than 3000 pounds over any 4 square foot area. Buildings while being lifted - Lengths less than 20 feet - same as building on foundation Lengths greater than 20 feet to 40 feet - 90 pounds per square foot uniform live loads. FOUNDATION SUPPORT Span between piers not to exceed 14 feet. TABLE 3.2-1 SUMMARY STRUCTURAL SPECIFICATIONS E , —28— r w 114 Al 3/8" A YMMA9 Zx ¢ AyA WR, --\ /NSUL Ar1.0N �\ LA6l leezr -- , \. /NSUCAr1aW //4"MAIRIN6 Zx 4 SM.0 //8" F/BF�Gl.4ss LA6 BOLT P/6"? FIGURE 3.2.1 CROSS SECTION (TYP-) -297 i 12' LONG ?' LONG FIGURE 3.2.1-1 LIFT POINTS (TYR)" -30 8 the length of the building with cross members as required. The skid incorporates integral lifting flints to allow the building to P 9 be'laced P on -site by any suitable means such as a crane or helicopter. Typical lifting point locations are shown in Figure 3.2.1-1, but exact location will vary, dependent upon specific building design. Skids are finished `I with a multi -coat paint system designed to resist chipping and to pro- vide long term corrosion protection. 3.2.2 Floor Structures The building floor is one insulated structural panel as shown in Figure 3.2-1. Floor joists, consisting of single 2 x 4's on buildings to 8 ft wide and double 2 x 4's on wider buildings, span the skid I- eN beams. The underside of the floor is sheathed with 3/8-inch plywood and covered with 1/8 inch of fiberglass reinforced plastic ("fiberglass"). The interior building floor is constructe4 of 23/32-inch American Plywood Association (APA) rated sturdifloor, glued and nailed in accor- dance with the APA. The floor structure supports uniform and concentrated loads as shown in Table 3.2-1. When loaded within these limits the building may be transported and lifted. If there are specific loads outside these limits, special blocking or additional structural members will be incor- porated. When locations are known, blocking for anchoring of floor mounted equipment will be provided. The entire floor structure is insulated with high density, high performance fiberglass insulation which is glued in place to prevent shifting during construction and transporting. -3?- 3.2.3 Wall Structure (Exterior Walls) The building exterior walls are insulated structural panels of sandwich construction as shown in Figure 3.2-1. Wall studding con- sists of 2 x Vs, 16 inches on -center with corresponding top and bottom plates. The wall is sheathed on the exterior with 3/8 CO plywood nailed and glued in place.. The 1/8-inch fiberglass coating is applied as part of a continuous process after building assembly. The interior sheathing is 1/4-inch light birch paneling glued and nailed in place. The panel is insulated with industrial, high performance fiberglass insulation, glued in place to prevent shifting during assembly and transporting. fos The wall structure withstands wind loads of 150 miles per hour (mph). Each specific building design incorporates wall openings as required for equipment, doors, and windows. In addition, blocking is provided in the walls behind the paneling for secure mounting of equip- ment. If unscheduled equipment must be mounted at a later date, ample structure is available for a secure installation. 3.2.4 Wall Structure (Interior Walls) Interior walls are structural sandwich panels with 2 x 4 studding on 16-inch centers and 2 x 4 top and bottom plates. A paneling of 1/4-inch light birch is glued and nailed on both sides of the panels. Interior walls are insulated with industrial grade, high perfor- mance fiberglass insulation. x 10 -32- Interior blocking is provided for equipment mounting in a manner similar to that described in paragraph 3.2.3. Interior walls may include doors, pass-throughs, or other similar features. 1 3.2.5 Roof Structure The building roof is a structural panel of sandwich construction with rafters as shown in Figure 3.2-1. Rafters are tapered on the top side of the roof to provide for water runoff and to prevent puddling. The exterior is sheathed in 3/8 CD plywood glued and nailed and covered with a 1/4-inch thick coating of fiberglass after assembly. The interior ceiling is sheathed with 1/4-inch AC plywood glued and nailed in place. The ceiling is insulated to its full thickness with industrial grade high performance fiberglass insulation glued in place to prevent shifting during assembly. Blocking as required for ceiling mounted equipment such as waveguide supports and cable ladder hangers is provided. Roof structures may include removable access panels and penetrations for overhead air ducts as required. Roof loading for the various building widths is shown in Table 3.2-1. 3.2.6 Building Assembly The individual structural panels are assembled into a complete Duiiaing in the following sequence. The skid is first assembled to the fiberglassed floor. Exterior and interior walls are erected and the roof section put in place. Joints are secured using lag bolts as shown in Figure 3.2-1. Lags are locked in place to prevent loosening during transportation. -Al ("1 The completed structure is a rigid tube section with excellent I strength, rigidity, and resistance to deformation. Exterior fiberglass is then applied to the entire building to completely enclose the structure in a seamless air, water, and dust - tight assembly. 3.2.7 Foundation Plans Building foundations vary with the local terrain and soil con- ditions. Both pier and slab designs may be used with the pier design generally being the most cost effective. YFP provides a suggested pier design but the designer is cautioned that any foundation must be eval- uated in light of the local soil conditions, seismic requirements, and local building restrictions. j Typical foundation plans and details are shown in Figure 3.2.7-1. Placement of building anchor bolts is indicated. Both anchor bolts and anchor plates are supplied with the building. E 3.3 Finishing and Trim The following paragraphs describe the standard building trim and finishes as well as hardware and standard subassemblies. 3.3.1 Exterior The building exterior is finished with a two-part gelcoat which bonds with the fiberglass. The gelcoat is fire retardant and contains additives to protect the finish from ultraviolet degradation. The standard building color is an attractive off-white which pro- vides good sun reflectance reducing heat infiltration. 12 -34- %Xi T CiJ 1� I 9 (o ANCNO� 88 � 4 J FIGURE 3.2.7-1 FOUNDATION PLAN (TYP.) -35 13 C ' 3.3.2 Floors W Floors are covered with 1/8-inch industrial weight vinyl -asbestos tile in a pleasing light beige color. Floors are tiled prior to building assembly to prevent loss of interior height due to the tile thickness. Tiles are seamed along the wall for ease of replacement if it should become necessary. 3.3.3 Walls Walls are trimmed in a light birch "V" or flat grooved all -wood paneling. Coordinated base and corner molding is used to trim the building interior.. The use of the light wood paneling reduces building maintenance to the minimum. The walls do not easily scuff as painted panels do. In addition they may be cleaned by lightly dusting with any available furniture polish such as Liquid Gold or Pledge. The interior is attractive, long lasting, and easily maintained. 3.3.4 Ceilings The ceiling is painted with a flat white, highly reflective paint to assure a good illumination level. Seams in the plywood are trimmed with batten strips painted to match the ceiling. 3.3.5 Building Openings Building openings for air conditioners, cables, etc., are designed to preclude the penetration of moisture into the interior of the struc- ture where long term damage might occur. To the maximum extent possible openings are framed and the exterior fiberglass carried through and bonded to the interior paneling as shown in Figure 3.3.5-1. Openings 14 -36- BWMING FOB 40AMIA FIGURE 3.3.5-I WALL OPENING (TYP.) -3715 finished in this manner are protected to the same degree as the building exterior and are leak proof. ' Where it is impractical to finish an opening in this manner, as would be the case for feedthrough nipples, a different approach is used. Here, the building is designed with solid blocking the full thickness of the wall in the area of the penetration. A clearance hole is then drilled for the nipple. When the nipple is installed, it is permanently sealed with silicone caulking compound. All air intake and exhaust openings are fitted with fiberglass. hoods to prevent the entrance of rain, snow, etc. Intake hoods are fitted with permanent air filters. Exhaust hoods are fitted with insect screens. 3.3.6 Doors (Exterior) Buildings are provided with outside opening doors of.aluminum and stainless steel welded construction with a natural finish. The interior and exterior door panels are separated by an inner core of high perfor- mance insulation. Three stainless steel, ball bearing, tamper proof hinges are pro- vided. A dead bolt lock and upper and lower Kason latches provide three s point latching, assuring that there is no warping or bowing of the door during the life of the. building. E Locks are constructed of noncorroding material and will be keyed 1 alike for multiple buildings if requested. A wind stay chain and rain drip cap are provided for each door. Main entry doors can be provided in, any width from 30 to 48 inches and any height from 70 to 84 inches. Emergency exits can be provided in any size to 48 inches wide and 96 inches.high. 16 -38- ' 3.3.7 Doors (Interior) Interior -doors of two-,. basic types can be provided. The first type is identical in construction to the exterior door but it is equipped r with a passage lock set instead of the dead bolt and Kason latches. W-here a less rugged door is required, a flush wooden unit will be r installed. Either hollow or solid core to customer specification, the door is finished to match the building interior. A passage lock set is - provided. 3.3.8 Hardware 50 To the maximum extent possible, all exterior hardware is stainless steel. Where this is impractical, plated hardware is used. All hard- ware is sealed with silicone compound to prevent moisture intrusion. 3.4 Electrical Equipment Integration 3.4.1 Code Compliance Installation of all electric equipment, fire alarm systems, power distribution and lighting assemblies, and associated wiring complies with the most recent edition of the National Electric Code (NEC) and appropriate Occupational Safety and Health Administration (OSHA) regula- tions. 3.4.2 Equipment Certification Electrical equipment specified and installed by YFP is either listed or approved by Underwriters Laboratories (UL) as appropriate.. Where required, specific equipment will be rated or approved for exact applications, e.g., Halon equipment may be approved by the New York City 17 -39- fire department; direct current (dc) or 50 hertz (Hz) rated equipment L may be supplied; or equipment approved -by foreign agencies such as Canadian Standards Association (CSA) or Verband Deutscher t } Electrotechniker (VDE) may be installed. 3.4.3 Wiring Methods All wiring is installed in metallic conduit or ducts. Conduit and duct runs are mounted parallel with or at right angles to the walls and ceiling. All conduit and ducts are securely mounted or supported by approved rr l clamps, brackets, or straps and held in place with screws. Horizontal runs are supported every 7 ft and within 3 ft of anyjunction. All wire raceway, conduit, cable armor, etc., is mechanically �Y PN Joined together into a continuous electrical conductor. Flexible steel conduit is used only for connection to vibrating equipment, such as motors or fans; final connection to equipment racks; or for short runs where rigid conduit is impractical. l Grounding from the service entrance box to the building skid is provided as standard. Within the service box, neutral and safety ground g t will be bonded together. All power wiring will be 12 American Wire Gauge (AWG) minimum wire size. All 10 AWG and 12 AWG wires will be solid. The 8 AWG and larger wires will be stranded. Certain signal and alarm wiring may be of smaller gauge, either solid or stranded. All power wiring insulation will be THHN, rated for 600 volts alternate current (Vac). 3.4.4 Power Distribution Equipment VFP buildings are equipped q 9 q pped as customer requirements dictate, with 18 —40— F W hookup. If a meter box is to be mounted it may be placed directly over the nipple. I_f interface with underground or overhead service is required an "L" type conduit fitting may be installed. For signal and control cabling or for waveguide entrance, YFP will install an entrance panel specifically designed for the purpose. Available in one through eight ports, the panels provide weather - protected entrance for a variety of standard coaxial cables and wave - guides. 3.4.7 Lighting Equipment The Signal Building incorporates 2-tube 40-watt (W) (80 W total) surface mount fluorescent fixtures with defusers as standard equipment. Fixtures are equipped with ballasts which reduce radio frequency (rf) interference. Lighting levels are calculated for 70 footcandles (fc) at 36 inches above the floor. This level is generally considered ade- quate for equipment of this type. Fixtures are installed taking into consideration the location of equipment racks and other equipment. The performance characteristics of the standard lighting fixtures are shown in Table 3.4.7-1. Exterior lights at doors are incandescent with a 100-W bulb supplied. The fixture has a translucent defuser which is designed to withstand damage from vandals. The housing is of corrosion resistant metallic construction. Exterior floodlights can be provided for site, antenna, or tower illumination. When floodlights are specified, a fixture containing 2 150-W lamps will be provided at each location. Floodlamps will be 20 -42- P This table i-s used to determine the appropriate number of standard fixtures required to achieve a given level of illumination. Room Width Room Height Approx. Area (sq. ft.) per Fixture 30 fc 50 fc 70 fc 100 fc 150 fc 5 131 79 56 39 26 2 94 56 40 28 _ 1 68 41 29 NOTES AND ASSUMPTIONS o The chart assumes that fixtures are uniformly spaced throughout the area. 0 Room height is the distance from the fixtures to.the reference surface (floor, 30" above floor, etc.) o In the absence of customer specifications assume 50 foot candles at floor level. 0 80.50.20 reflectances (ceiling -wall -floor) o LLF = 0.77 3,150 lumens/lamp (very clean) o Room width divided by room height = 5 or more, 2 or 1 TABLE 3.4.7-1 LIGHTING FIXTURE SCHEDULE - 4 sl i switch controlled from the shelter interior. A p photocell to prevent event operation -of the floodlights during daylight hours will be installed if specified. 3.4.8 Convenience Receptacles Duplex convenience receptacles are provided, located in accordance with the NEC. Allowance for proposed communication equipment location will be made. Exterior receptacles with weatherproof covers are installed when required on a single ground fault circuit breaker rated at 20 amps (A). 3.4.9 Equipment Mounting All equipment, conduit, panel boards, etc., will be supported from joists or studs or from blocking within the wall. When requested, an equipment mounting board will be provided on the interior wall. Stained to match the interior, this board provides the greatest flexibility for future equipment mounting. 3.4.10 Cable Ladder VFP manufactures cable ladder for installation in The Signal Building. The ladder is available in widths to 12 inches. Constructed of steel side rails 1-1/2 inches in.height with 1-inch cross members, the ladder is designed to withstand the most stringent requirements. VFP also manufactures a complete line of fittings --tees, L's, and crosses --for configuring straight ladder sections into custom systems. Cable ladder is suspended from the ceiling on specially designed hangers. Hangers are available in lengths of 4 inches or more. • 22 -44- All components of the cable ladder system are finished with a medium gray multi -coat paint system designed to provide a durable, attractive, corrosion resistant surface. 3.5 Heating, Ventilation, and Air Conditioning This subsection describes the thermal characteristics of The Signal Building and provides calculations to determine the size of air con- ditioners, heaters, and ventilating equipment. Specifics of individual units are given in subsection 4.5. 3.5.1 Energy.Calculations The Signal Building is a well insulated structure which, because of its continuous fiberglass exterior, is essentially free of air infiltra- tions. Calculations of the thermal efficiency take into account each panel section with its own structural details. A "U" factor is deter- mined for each wall, floor, and ceiling 'panel and the panels are then combined to calculate the overall building "U" factor. Calculations take into account insulated areas, studding which bridges inner and outer sheathing, and doors. The overall "U" factor (BTU/hr/°F/sq ft of surface area) is 0.08 or less for the standard construction described. ('R' factor of 12.5 or greater.) A detailed analysis of the thermal properties of The Signal Building is available. The building "U" factor is used in the following paragraphs to calculate air conditioning and heating requirements. 3.5.2 Air Conditioning Sizing An air conditioning system design must take into account the various factors which contribute to heat gain within the building. The -45- 23 IWA L factors include thermal conductance through the structure, heat generated by equipment within the building, air infiltration through doors and other openings, and heat generated by operating personnel, all with an appropriate factor of safety. A procedure for calculating air conditioning requirements is given in Table 3.5.2-1.' E 3.5.3 Heater Sizing Unlike air conditioning which must take into account communication equipment heat loading, heater sizing is concerned only with building thermal conductance and infiltration around doors and other openings. A procedure for calculating heater sizing is also given in Tabll' 3.5.2-1. 3.5.4 Ventilation Systems Building ventilation systems are designed to achieve the maximum cross flow of air. Normally this is accomplished by locating an exhaust fan high on one wall and the air intake low on the wall diagonally oppo- site. Fans are sized to.achieve one air change every 1 to 2 minutes (min). Fans are controlled by a thermostat which is normally set to a tem- perature higher than the air conditioning settings. In this way the fan acts as a backup in the event that there is an air conditioner failure. A manual override to activate the fan regardless of temperature is pro- vided. Intake and exhaust openings are provided with gravity louvers and fiberglass hoods with filters and screens as appropriate. 4 24 -46- 3naOUd. -AY sv3avous PROJECT SCHEDULE ISLAMORADA — Within 75 days following .receipt of proceed to work order. WEST SUMMERLAND — Within 90 days following receipt of proceed to work order. KEY WEST — Within 130 days following receipt of proceed to work order. KEY WEST Specifics EMCEE — Equipment Delivery OEM — Materials Delivery Foundation Excavation/Installation Tower, Antenna, Line Installation EMCEE — Installation of Equipment EMCEE — System Performance Verification Number of Days (to delivery or completion) 60 Days 60-75 Days 60 Days 90 Days 120 Days 130 Days —49— SCHEDULE OF VALUE (Less Bogner antenna equipment) (For appoftionment of costs only — This is not a quotation) Islamorada — EMCEE (Equipment, services, freight) $ 21,365.00 OEM (materials, outside services) $ 6,836.00 TOTAL PRICE $ 28,201.00 West Summerland — EMCEE (Equipment, services, freight) $ 26,265.00 OEM (materials, outside services) $ 9,441.75 TOTAL PRICE ' $ 35,706.75 KEY WEST — EMCEE (Equipment, services, freight) $185,256.35 OEM (materials, outside serivices) $172,368.00 TOTAL PRICE $357,624.35 mm MONROE COUNTY SCHEDULE A Proposal Number: #5027 Proposal Date: August 30, 1985 ITEM MFG. NO. UANTITY NUMBER DESCRIPTION TOTAL OF ALL SITES Islamorada West Summerland Key West (Less Bogner antenna equipment) $421,532.10 TERMS: EMCEE — 80Z upon delivery 10X upon commencement of operation 10% upon acceptance OEM — (Materials/outside services) 50% upon order 40% upon installation/provision of services 10% upon completion and acceptance of system NOTE: 1. With respect to EMCEE equipment and freight charges; delivery shall be defined as actual date of physical placement of EMCEE manufactured materials into warehouse in Florida Keys area. 2. With respect to EMCEE services; delivery shall be defined as provision of required, on site, field engineering services. 3. Materials and outside services shall be defined as; a. Goods of other than EMCEE manufacture. b. Any services provided by other than EMCEE, or EMCEE subsidiary personnel. This proposal expires — October 30, 1985 —47— GENERAL The following statements shall be,.a condition of Sale and Acceptance of this offering. I. EMCEE Broadcast Products assumes no liability for obtaining any form of permit required to perform work or install equipment in connection with this offering. Such forms of authorization or permits shall be assumed to include, but not be limited to, those connected with the following government entities; FCC, FAA, DER, EPA, Zoning Boards, U.S. Navy, Monroe County, Local Government, Municipal Government, County Government, State Government, Federal Government, etc. 2. Analysis of the Islamorada and West Summerland foundations is being performed simultaneously with the preparation of this proposal. While it is expected that both existing foundations will accomodate the additional loading, no assurance can be offered pending the outcome of analysis. If engineering analysis of the foundation does, in fact, reveal the need for additional structural work, material, foundation, steel, etc, such will only be made available at additional cost. 3. The installation work offered herein is assumed to be on a contiguous basis in time and location. If such contiguous work is made impossible by work stoppage or lack of site access, due to government directives orrestrictions, certain additional charges may apply. :67111= rGENERAL - Continued 4. Suitable AC power must be available, and no more than 250 feet distant from the Dredgers Key site. 5. This offer is limited to the materials and services specifically contained in the enclosed schedule A. Any additional materials.or services, found to be necessary, shall only be available to Monroe County at additional cost. 6. Monroe County ahall designate a person or party to verify the provision and installation of the materials contained in this offering. Further, such verification shall take place within seven days of the completion of subject work. 7. In no event, other than failure to satisfactorily complete the installation subject to the conditions stated herein, will any monies due EMCEE be withheld more than ten days following system acceptance. 8. Fresnel zone clearance over the signal path between the proposed Dredgers Key translator tower and the existing West Summerland translator tower will be below normal minimum requirements. This condition is due to the following: -51- In., GENERAL — Continued 59 a. FAA restrictions will not permit a higher structure at Dredgers Key. b. The existing West Summerland tower can be extended only 50 feet due to structural limitations. c. Vegetation, at various points along the signal path is expected to cause considerable signal attenuation. d. Path, geometry is such that a much greater height increase at West Summerland would be required to produce the same results as a relatively minor increase at Dredgers Key. Certain electrical and mechanical measures to enable Dredgers Key receive antenna mounting at the maximum level are included in this offering and it is believed that signal levels, while below ordinary minimum value, will be sufficient to produce satisfactory operation. Since, however, actual path losses cannot be predicted with certainty, no guarantee is offered or implied concerning input levels at the Dredgers Key translator station. Should system operation and retransmission quality prove unsatisfactory due to path obstructions, replacement of the West Summerland tower with a considerably higher structure and/or intermediate microwave links may prove necessary. This offering does not include any form of labor, engineering, materials, or equipment as might be required toward resolving such unsatisfactory input levels at the proposed Dredgers Key station as described herein. —52— GENERAL - Continued 9. Anticipated signal coverage by the Dregers Key translator station is based upon statistical coverage curves by the Federal Communications Commission. A copy of the 50/50, 64 dBu contour, as filed with the FCC applications for the Dredgers Key site, is contained within the proposal. The 50/50 curves published by the Federal Communications Commission, Washington D.C. are derived from a compilation of statistical information and are the accepted standard basis for establishing the anticipated coverage of television broadcaast stations. The actual signal strength (technically defined as +64 dBu) at the indicated distances is sufficient to deliver a satisfactory picture assuming a receiving antenna height of 30 feet and taking into account receiver noise, cosmic noise, receiving antenna gain and line loss. The FCC defines the 50/50 curves as that value of signal strength (1584 microvolts/meter) exceeded for 50% of the time at 50% of the locations within such contour. Actual system performance will depend upon the quality of the signals, received from the primary Miami stations, the amount of interference from other stations and the amount of degradation caused by propagation anamolies due to weahter conditions, atmos— pheric disturbance and the like. Irregular surface features or other natural and man made obstructions may also impair received signal quality and thereby degrade overall system performance. —53— fo� GENERAL - Continued 10. Transmitting antennas for Islamorada, West Summerland, and Dredgers Key are not included in this offering. This offer does not include an form of Y performance bond. Such bond, if required by Monroe County, shall only be available at additional cost. —54— NOTICE Ine equipment offered herein is guaranteed to perform in accor— dance with published, or otherwise agreed to, specifications. Adherence to such specifications does not, however, guarantee freedom, or insusceptability to, certain forms of electrical interference, or performance degradation such as encountered during periods of anomalous propagation, or during exposure to radiation emanating from external, man made or natural, radio frequency sources. In those cases where equipment or system performance is degraded by the aforementioned causes and where correction might be effected by reasonable means, EMCEE Broadcast Products personnel will, at additional cost to the purchaser, and if so authorized by same, attempt to devise and apply appropriate remedies. In no case, however, will EMCEE Broadcast Products assume liability for any form of performance degradation attribut— able to such external causes. Further, no liability will be assumed for the cost of measures necessary toward verification of the cause or source of such effects, as might contribute to such degradation. Finally, this disclaimer shall be a condition of sale and acceptance of this offering, and shall further constitute an agreement, by the purchaser, that any form of system perfor— mance degradation, as described herein, shall not be cause for non payment of the agreed upon purchase price. —55— SIGNAL STRENGTH TABULATIONS (Approximate Values) Path - West Summerland to Dregers Key Distance - 29 Miles Frequency - 600 MHz Transmitter Output Combiner Loss Transmission Line'Loss Transmitter Gain (dBi) Free Space Loss Receiving Antenna Gain Receiving Line Loss Miscellaneous Loss Unfaded Value Less Any Obstruction Loss *Additional Path Loss Due to Below Minimum Clearance + 20 dB - 1.0 dB - 2.0 dB + 21.4 dB -121.5 dB + 18.5 dB - 2.5 dB - 2.0 dB - 69.1 dB - 10 Estimated Signal Strength at Key West translator input -79.1 dBw *Path loss may vary over wide limits and may be more or less than this value depending upon foliage height, obstructions, and other propagation factors. -56- E M C E E GENERAL CONDITIONS FOR TOWER QUOTATIONS Z-7 Quoted prices apply only under the following conditions unless other- wise stated within this quotation. - I. Normal soil for equipment installing tower. Excavation for all footings is assumed to be earth excavation clear of underground obstruction and without the presence of subsurface water. 2. Level, cleared, and accessible sites for men and equipment (including 2 wheel drive trucks) with sufficient space for safe and efficient material delivery, storage, assembly and erection. 3. Adequate, unobstructed guying areas as shown on drawings. 4. Work is to'be accomplished by our own experienced crews or approved subcontractors. If local conditions require otherwise, an adjustment may be necessary. 5. Waiting time for inspection or any other delays caused by others will be billed per man hour at the prevailing rate. 6. Purchaser shall obtain all necessary permits required and pay any local engineering costs. Prices do not apply under (or include) the following conditions unless otherwise stated within this quotation. -57- f� GENERAL CONDITIONS - Continued 7. Soft soil, such as mud, swamp, sand, etc. 8. Soil with bearing of less than 4000 PSF. 9. Very hard ground requiring blasting or drilling. 10. Inaccessible sites or rooftops. 11. Removal and restoring of any fences, landscaping, paved areas, or other improvements and obstructions which might be required in the performance of our work. 12. Areas of heavy snow or freezing temperatures. 13. Mountain or hill areas, with guy anchor points below tower base. 14. Elevated guy points. -58- APPENDIX BROADCAST PRODUCTS APPENDIX Page (s ) EMCEE 100 WATT UHF LPTV TRANSMITTER TRANSLATOR ----------------- 59 BOGNER TV BROADCAST ANTENNAS ----------------------------------- ANIXTER—MARK GRID ANTENNAS ------- ------------------------------- 61 ANDREW ACCESSORIES --------------------------------------------- 62 EMCEE WARRANTY ------------------------------------------------- 63 100 WATT U H F TELEVISION TRANSLATORS 470-890 MHz BAND IV AND V O � o0000 TYPE TU100D/U Input Ch. 14-83 TYPE TU100D/V Input Ch. 2-13 The EMCEE TU100 Series is a solid state, modular translator line with all the features necessary for automatic, unattended NTSC or PAL color opera- tion. Models are completely solid state with the exception of the final amplifier tube. All models utilize a ceramic triode capable of 750 watts plate dissipation to assure linearity and long life at 100 watts output. FEATURES N Predistortion enhanced Linearity • 50 db dynamic range adaptive AGC • FCC type accepted • Excellent multi -hop color performance • High reliability • Remote mounting, low - noise preamplifier • Automatic code identifier TYPE TTU10ORM Baseband input Each 100 watt UHF translator is con- tained in a single cabinet. UHF and VHF input versions operate on the dual conversion principle to convert the input signal to a 45 MHz IF frequency. Low noise, remote mounting preampli- fiers, when appropriate, assure the ultimate reception of distant signals and minimize antenna lead loss. • Exciter portion available as a solid state 1 watt trans- lator (Models TU1A/U or TU1A/V) • Amplifier portion also avail- able as 100 watt linear amplifier (Model TOA100A) • FCC type accepted for use with EMCEE 1000watt amplifier Model TOA10008 and TUA1000CP .M Dual Auto On Sensing (carrier and sync sense) • Front panel L.O. sample ports • Front panel monitoring of AGC voltages • Interchangeability of plug - ins with minimum retuning • Single plug-in channel selection • Modular design • Optional remote interrogator • Digital control circuitry w/control ladder display Emcee preamplifier for mast mounting with Model TU100 • . Flo to help assure superior signal• ice, 0 reception and minimize down lead loss. SPECIFICATIONS TRANSLATOR REMODULATED TRANSLATOR TU100D/U — TU100 D/V TTU10ORM Output Power 100 watt peak visual — 10 watt average aural Input Signal Range -80 dBm to -30 dBm — Recommended Input Level UHF 1000 microvolts — VHF 500 microvolts Video: IV P/P — Audio: 0 dBm Color Transmission Compatible with PAL, NTSC, SECAM Systems Output Frequency FCC-470-890 MHz — CCIR-Band IV, V Input Frequency FCC-Channel2 to 83 — CCIR-Channel E2 to E69 — rnput Impedance 50 ohms standard Video: 75 ohms unbalanced Audio: 600 ohms balanced Input Connector Type N Video: S0239 UHF — Audio: 3 Pin Cannon Output Impedance 50 ohms Output Connector Type N Bandwidth/Frequency FCC-1 dB 6 MHz — CCIR-1 dB 7 MHz In accordance w/ FCC 73.687(a) Response Noise Figure Typical dB — Maximum 5 dB — Frequency Stability ±300 Hz per month Frequency Tolerance Better than .0015% Better than .0015% — Aural: +4.5 MHz ± 1 KHz ± 1 KHz available relative to visual ± 1 KHz available Harmonic Output Better than 60 dB below peak sync Spurious Output Better than 50 dB below peak sync 'Intermodulation Distortion Better than 54 dB below peak sync Differential Gain .5 dB maximum Differential Phase 31 maximum Group Delay 35 nanoseconds maximum In accordance w/ FCC 73.687(a)(5) 2T - K Factor 2% maximum AGC A 50 dB input signal variation produces less than Less than ± 1 dB output variation with change ± 1 dB output.variation in amplifier gain Audio Harmonic Distortion — 1 % maximum Metering Peak Visual, Visual Plus Aural, Reflected Power, Peak Visual, Visual Plus Aural, Reflected Power, Power Supply Voltages, AGC Voltages, Plate Power Supply Voltages; Plate Voltage, Plate Voltage, Plate Current, Drive Power, Elapsed Time, Current, Drive Power, Elasped Time, Filament Filament Voltage Voltage, Percent Video Modulation, Aural Deviation Power Requirements 115 VAC, 60 Hz-1000 watjs — 220 VAC, 50 Hz -(optional) Ambient Temperature -300C to + 500C Range Dimensions 69 in. H-x 23 in. W x 25 in. D Weight 450 lbs. 'Based on tnree tone test with visual at -8 dB color at -17 dB and aural at -10 dB below peak sync output power. Specifications subject to change ORDERING INFORMATION TU100 100 watt UHF translator 470-890 MHz including tube, solid state devices and power supply. Telephone EMCEE Broadcast Sales Toll Free Within Continental U.S. 1-800-233-6193 In Pennsylvania Call Collect 1-717-443-9575 TWX 510-655-7088 For Additional Technical Information Telephone EMCEE Systems Engineering /\ -EMCEE BROADCAST PRODUCTS, a division of ELECTRONICS, MISSILES 6 COMMUNICATIONS, INC. White Haven, Pa. 18661 (USA) ■ Phone (717) 443-9575 ■ TWX 510-655-7098 840302 HIGH VHF -BAND III UHF -SANDS IV AND V SHF-ITFS, MDS & ENG CATALOG 301 B o 1 - 1P1983 BBEC BlOdRtWi) antennas Standard models: Horizontal plane radiation patterns Letter M or H after model num- ber designates medium power models; all antenna specifica- tions remain the same except for power handling. 0 HIGH VHF (BAND III) 170 to 230 mHz UHF (BANDS IV & V) 470 to 890 mHz SHF (ITFS, MDS & ENG) 1990 to 2700 mHz liliFa A . ' PATTERN C-80° COVERAGE ,PATTERN D-45- COVERAGE Horizontal Gain4 2 (B 3 dB) Horizontal Gain 5.9 (7.7 do) PATTERNS E & F - TWO 45' SECTORS COVERAGE Horizontal Gain 3.0 (4.7 dB) A > 01,`�Ag EAK POWER GAIN " Electrical Specifications POLARIZATION and ANTENNA TYPE Horizontal Polarization: Single vertical row of 'slots mounted on a steel cylinderwith pattern directors Vertical Polarization: Single vertical row of "7r dipoles mounted in a fiberglass cylinder with pattern directors. Circular Polarization: Combination of above. Lr ° (Certain models not available vertically or i circularly polarized) s;. HORIZONTAL PLANE RADIATION PATTERNS Omnidirectional within +1112 dB, or directive with choice of 12 standard patterns shown above. (Depending on channel, patterns vary "- slightly from those shown.) POWER GAIN Peak values, stated both in power gain and dB above a'h wave dipole (dBd) are given above tor0° downtilt. (-1120 for 24 bay models). AVERAGE GAIN VALUES (no beam tilt) 4, Average gain values (in power above a t wave dipole) on the peak of the vertical beam Y, are: Model B2V: 2.3 (= 3.6 dBd) Models B4V, 1341-1. B4S: 4.7 (= 6.7 dBd) Model B6V: 7.1 (= 8.5 dBd) k' Models B81-1, B8S: 9.4 (= 9.7 dBd) Models B161-1, B16S: 18.8 (- 12.7 dBd) Models B241-1. B24S 26.5 (= 14 2 dBd) (-E/2* beam tilt). PEAK TV INPUT POWER RATINGS (Based on 20% aural at 40°C ambient.) (H Suffix Models based on 10% Aural) All Models 3.0 Kilowatts except: B4U( ): 1.5 KW B2V( )M: 5 KW B8U( )M: 6 KW B16U( )M, B24U( )M: 10 KW B4V( )M, B6V( )M: 10 KW B16U( )H: 15 KW B6V( )H, B24U( )H: 30 KW All MDS/ITFS: 0.5 KW MULTICHANNEL OPERATION As an option antennas may be provided for up In a 1150/ bandwidth W 8 PATTERNS G&H- TWO 450 SECTORS COVERAGE Horizontal Gain 3.0 (4.7 dB)NX r( - frig Y. € POWER GAIN PEAK POWER GAIN PEAK POWER GAIN 01, (above dipole) MODEL (above dipole) -MODEL (above dipole Al B2VG or H 6A (= 84, B4VE or F r :,14.1 It 11.5 d8) 84VG or H 14.1 ( .11,5 g8 2,5, (= 16,3„d8y roy.+x.X B6VE. or F 21 3 ( 13.3 dB) B6VG or H 21.3 (_ 133,d8 : v`,YL° a J° S9fl xm- ,.,..#.x^% a.;,r ^TM"'2'.::'•. _;� 7°8 (= 14.-4 d8) 84UE or F 14.1 (Y 11.5 dB) ` + ., e:. ., ., . e.�.. �84UG or H 14.1�(- hi,SdB 5A (a.17.4 d8) B8UE or F 28.2 (m 14.5 dB) B8UG or H 28.2 (• 14.$ d8 ).9 {= 20.4 dB) B16UE or F 56.4 (= 17.5 dB) B16UG or H 56.4 (= 175 d8 5•3a( 21 9 By 824UE or F _795 (=,19.0 dB) 824UG or H 79.5 19 od iA (a 14.4 do) B4SE or F 14,1 (= 11.5 do) B4SG or H 14,tx( 11.5,tle i.4 (= 17.4 dB) B8SE or F 28.2 (= 14.5 dB) . B8SG or H 28.2 (=_14.5?d 1,9 (;= 20.-0 d6) B16SE or F ., S6.4 (= 17,5 dB) 616SG or H ` 56.4 ('''77.5- I 3 t= 21.E d8) = B24SE or F , 79;5 (Q,19.0 d8) 824SG or H 79..5 (XX VERTICAL PLANE RADIATION PATTERNS Patterns are shown at left. Electrical beam tilt may be specified on all models (except B2V. 134S. B41-1) to a maximum value of -3°. Base scale may be shifted to the left to show pattern with desired tilt of beam since patterns are negligibly affected by tilt. Gain is reduced about 5% from values stated foreach degree of tilt. INPUT TERMINALS Pressure tight, located below base (see figure at right). On all VHF and UHF models: 1ST" EIA 50 ohm flange except B6V( )H. B16U( )H, 824U( )M: 31,-- EIA 50 ohm flange, B24U( )H: 61,T" EIA 50 ohm flange. On all SHF models type N female connector. Optional adapters available to other sizes and impedance values. INPUT VSWR VHF and UHF models. 1.10:1 over any 8 mHz channel specified (under 1.30:1 for optional 15% bandwidth) SHF models, under 1.25:1 over any 42 mHz band specified. On VHF and UHF models a pressure tight fine tuner is supplied. MOUNTING All models are designed to be supported at base flange only, on a flat mounting plate The top flange may be used for additional support when side mounting. Omni- directional antennas should be top mounted. Directional antennas may be top or side mounted. (Patterns are shown above for antenna top mounted) BEACON and MAINTENANCE PROVISIONS VHF and UHF models antennas normally include a factory installed internal power cable and provisions for top mounting a customer furnished 300 mm beacon light; full steel ladders are provided. Radomes and all radiating parts can be reached and removed for maintenance. SHF and vertically polarized models have no provision for beacon or climbing. NO mm BEACON MOUNT- A BOLES ON I B 25" JR 20 CLE 1325- FR CIRCLE CO W TIANGE ELECTRICAL and STRUCTURAL CEN F- CENTER FL ANGES BAV B16-1, B6V USES 2 N TE RMEDIATE FLANGESI BANGER - �Ta rh " EA EP45 POWER DIVIDER TUNER BEE\ CABLE COAXIAL CONNECTOR 50 ohms EIA FLANGE _ I INPOI CLIMBING STEPSf EASE EI ANGE 5 a C. G.G. FIBERGLASS RADDMES� I OIBECTIONa BFAMCENTLR TO° ON ABOVE-TEANSI Y4 PATTERN 0 PATTERN R PATTERN S PATTERN T ; r f•, Horizontal gain 1.8 (2.6 dB) Horizontal gain 2.3 (3.6 dB) Horizontal gain 3.5 (5.4 d8) Horizontal gain 5.1 (7.1 d8) � I � NOTE: ABOVE FOUR MODELS offer side and rear protection for LPTV and MDS (Rear levels are below .032 in field) ` PEAK POWER GAIN PEAK POWER GAIN PEAK POWER GAIN PEAK POWER GAIN f'a MODEL (above dipole) MODEL (above dipole) MODEL (above dipole) MODEL (above dipole) $ B4UO 8.5 (9.3 d6) B4UR 10.8 (10.3 68) 84US 16.5 (12.2 d8) B4UT 24.0 (13.8 dB) B8UO 17.0 (12.3 dB) BBUR 21.6 (13.3 dB) BBUS 33.0 (15.2 dB) 88UT 48.0 (16.8 dB)', B16UQ 34.0 (15.3 dB) B16UR 43.2 (16.3 dB) B16US 66.0 (18.2 dB) B16UT 96.0 (19.8 dB)' ° 824UG 47.9 (16.8 dB) B24UR 60.9 (17.8 dB) B24US 93.0 (19.7 dB) B24UT 135.3 (21.3 dB) B4SQ'��8.5 (9.3 dB)�B4SR 10.8 (10.3 dB) 84SS 16.5 (12.2 dB) 84ST 24.0 (13B dB)<< ', 1 nt BBSQ 17.0 (12.3 d8) ' B8SR 21.6 (13.3 dB) BBSS 33.0 (15.2 dB) B8ST 48.0 (16.8 dB) ;. B16SO 34.0 (15.3 dB) B16SR 43.2 (16.3 dB) B16SS 66.0 (18.2 dB) B16ST 96.0 (19.8 dB) 824SQ 47.9 (16.8 dB) 824SR 60.9 (17.8 dB) B24SS 93.0 (19.7 dB) B24ST 135.3 (21.3 dB): , Mechanical Specifications (For Horizontally Polarized Models Only, Consult Factory For Other Polarizations) r c - %A11- cnDr'� rP-A n, Sn -f -n" Pattarn nirer.tors) W = WEIGHT CHANNEL RANGE H F W H F W H F W H F W HIGH VHF -BAND III MODEL SERIES B2V MODEL SERIES 84V MODEL SERIES B6V CH 7 to 9 12.0 ft 835 lbs 415 lbs. 24.1 ft. 1670 lbs. 830 lbs 36A ft. 2505 lbs 1470 lbs. 174 to 192 mHz CH 10 to 13 10.9 ft. 695 lbs. •380 lbs. 22 0 ft 1395 lbs 760 lbs. 33 1 ft. 2090 lbs. 1340 lbs. 192 to 216 mHz UHF -BANDS IV & V MODEL SERIES B4U MODEL SERIES B8U MODEL SERIES B16U MODEL SERIES B24U CH 14 to 24 8 4 ft 320 lbs 200 lbs. 16.5 ft. 645 lbs 520 lbs 33 3 ft. 1300 lbs. 1215 lbs 50.2 ft. 2360 lbs 2270 lbs 470 to 536 mHz CH 25 to 40 8 4 ft 305 lbs. 195 lbs. 14.8 ft. 575 lbs 470 lbs 29.5 ft. 1150 lbs. 935 lbs. 44.0 ft 1820 lbs 1720 Ibs 536 to 632 mHz CH 41 to 52 6.6 ft 230 lbs 155 lbs. 130 ft 485 lbs 400 lbs 260 ft. 970 Ibs. 795 lbs. 38.7 ft. 1530 lbs, 1370 lbs. 632 to 704 mHz CH 53 to 83 6 6 ft 215 lbs 150 Ibs, 11 2 ft 405 lbs 250 lbs 22 6 ft. 810 Ibs. 535 lbs. 33.5 ft 1325 lbs, 1230 lbs. 704 to 890 mHz H model 860 lbs 750 Ibs - - SHF MODEL SERIES 84S MODEL SERIES B8S MODEL SERIES B16S MODEL SERIES B24S MDS 2 4 ft 45 Ibs 23 lbs. 4.6 ft 85 lbs 32 lbs 8 3 ft 153 lbs. 50 lbs 12.0 ft. 220 lbs 75 Ibs. 2150 to 2163 mHz ------ ----------- -- - -- ITFS & MMDS 2 1 ft 39 Ibs 21. lbs 4 0 ft 72 lbs 29 lbs 7.1 ft 130 lbs 44 lbs 10 4 ft 191 lbs 66 lbs 2500 to 2690 mHz BASE FLANGE DIMENSIONS Antenna Models O.D. inches B.C. inches Bolt Size Inches t inches N Bolts' Tower Hole Required (inches) B4U. B8U (Ch 53-69) 9 0 7 5 625 .94 8 _ 4 - - 4 B16U (Ch 53-69) 90 7.5 625 .94 8 BBU (Ch 14-52) B16U (Ch 25-52) 11 0 9 5 75 - - 1.00 - 8 - - __6 -- T 6 . -- B16U (Ch 14-24) B24U (Ch 25-69) -- - 125 10 625 ------ .75 1.44 12 - - B24U (Ch 14-24) 150 13.0 87 1.62 12 8 B2V, B4V 11 0 9.5 75 1.00 8 6 B6V 12 5 10 625 .75 1.44_ 12 __- - 6 - - SHF (MDS, ITFS) 11 0 95 75 1.59 8 6 For custom requirements (e.g. Special horizontal or vertical patterns or power handling) consult factory. 59 n 10 GRID ANTENNAS 380m960 MHz SPECIFICATIONS • Wind loading characteristics to 25% of comparable size parabolas. • Cross polarization discrimination response exceeds 40 dB. • Survival: 125 MPH with 1 Inch ice. Gain-dBi Half FIB Max Windthrust Diameter Model Number Midband Power Ratio VSWR 100 MPH B/W STD LOW'— 350.380 MHz On Application 380-420 MHz 4' P-448GR/SP 12.1 40.0° 25 1.5 - 180 6' P-472GR/SP 15.7 27.0° 25 1.3 - 300 8' P-496GRISP 18.1 20.00 26 1.3 - 500 10' P4120GR/SP 20.0 16.0° 27 1.3 - 700 12' P-4144GRISP 21.2 14.0° 28 1.3 - 950 15' P-4180GR/SP 23.6 11.00 29 1.3 - 1700 420.450 MHz On Application 450.470 MHz 4' P-448GR 13.1 36.0° 25 1.5 - 180 6' P-472G R 17.0 23.0 ° 25 1.3 - 300 8' P496G R 19.0 18.1 ° 26 1.3 - 500 10' P-4120GR 20.7 13.0° 27 1.3 - 700 12' P-4144GR 22.3 12.5 ° 28 1.3 - 950 15' P-4180GR 25.0 9.0° 29 1.3 - 1700 47GaW MHz 4 P-648GR 16.2 25.0° 25 1.3 - 180 6' P-672G R 19.7 16.6 ° 27 1.3 - 300 8' P-696G R 22.2 12.5 ° 28 1.3 - 500 10' P-6120GR 24.2 10.0° 29 1.3 - 700 12' P-6144G R 25.8 8.6 " 30 1.3 - 950 15' P-6180GR 27.7 6.7° 31 1.3 - 1700 890.960 MHz 4' P-948G R 18.9 19.8 ° 23 1.3 - 180 6' P-972G R 22.0 11.0 ° 28 1.3 - 300 8' P-996GR 25.0 9.3° 29 1.3 - 500 10' P-9120G R 27.0 8.0 ° 30. 1.3 - 700 12' P-9144GR 28.5 6.1 ° 31 1.3 - 950 15' P-9180G R 30.0 5.2 ° 32 1.3 - 1700 960.1000 MHz On Applivation Low VSWR of 1.15.1 available on application. -61- K-9629R Vertical Ringback Mount 4' thru 10' Antennas; 1.9" to 3.5" O.D. Pipe VMR 44 (-60) (-72) Ringback Mount 8' & Larger 4" IPS Pipemount Recommended Mounting Hardware M1 1.9""3.5" O.D. pipe M2 4" IPS pipe 350-1000 MHz 1OM2700 MHz M1 M2 M1 M2 41 K 9629 R VMR468 K-9629 R VMR468 K 9629 R VMR-468 K-9629 R VMR-468 6' 2 ea. KBR-5 2 ea. KBR-5 2 ea. KBR-5 2 ea. KBR-5 K-9629 R VMR-44 K-9629 R VMR-44 8' 2 ea. KBR-8 1 ea. KBR-8 2 ea. KBR-8 1 ea. KBR-8 K-9629 R VMR-44 K-9629 R VMR-44 10' 2 ea. KBR-10 1 ea. KBR-10 2 ea. KBR-10 1 ea. KBR-10 VMR60 VMR60 12' — 1 ea. KBR-12 — 1 ea. KBR-12 VMR-60 VMR-72 15' — 3 ea. KBR-12 — 3 ea. KBR-12 Specify- M1 or M2 after model number for mounting requirements. $ HELIAX® CABLE ACCESSORIES A A Hoisting Grip - Use at 200 ft (60 m) intervals to raise cable on tower Cable Size Type No. 1/2" 43094 7/8" 19256 B 1-5/8" 24312A 3" 26985A 4" 34759 5" 31031-1 B Grounding Kit Used to ground cable to tower. Cable Sae Type No. 1/2" 26892-2 7/8" 40993A-5 1-5/8" 40993A-2 3" 40993A-11 4" 40993A-10 ON 5" 40993A-14 C Wall/Roof Feed-Thru Molded rubber boot construction. Cable Size "Type No. 1/2" 40656-3 7/8" 406WI 1-5/8" 40656-2 3" 40394-2 . 4" 40394-1 5" 33938-5 D Nylon Cable Tie Kit of 50 pieces. Weather resistant straps for attaching 1/4" to 7/8" cables directly to tower members. Maximum spacing 3 ft (1 m) ............................ Type 40417 E Connector Burial Kit Includes waterproofing tape and electrical tape for pro- tection of underground splices. Kit will cover two 5" or 4", three 3", four 1-5/8", six 7/8" or ten 1/2" splices ................................. Type 34283 F Bulkhead Adaptor For use with type N or UHF jacks for 1/2" or 7/8" HEUAX cable. Includes faceplate and mounting hard- ware ............................. Type 26016-2 —62- 141 TYPICAL HANGER APPLICATIONS Attachment of Cable to Angle Tower Member using Hanger and Angle Adaptor. Attachment of Cable to Round Tower Member using Hanger and Round Member Adaptor. HEUAXOJ CABLE ACCESSORIES Attachment of Cable to Round Tower Member using Hanger and Tower Standoff Kit STANDARD HANGERS AND ADAPTORS FOR 5" CABLES Hangers for 5" HELIAX cables use 1/2" hardware for E Round Member Adaptor/Tower Standoff Kit 10 attachment to towers or adaptors. pieces. For mounting 5" cable hangers to roundd sup- port members. Provides 2.5 in (60 mm) standoff. The hangers and adaptors listed below are similar to those illustrated on page 138. A Hanger Kit of 10 pieces. Galvanized steel. 1 /2" mounting hardware not included. Maximum spacing 5 ft (1.5 m) ........ Type 33598-5 B Hardware Kit of 10 each pieces. 1 /2" x 1-1 /4" (32 mm) bolts, lockwashers, and nuts for attachment of 5" hangers to drilled tower members ... ............................... Type 31769-4 C Angle Adaptor Kit of 10 pieces. Stainless steel. For mounting 5" cable hangers to angle tower members up to 7/8" (22 mm) thick ........... ................................ Type 33981A-1 Member Diameter Type in (mm) Number 3 — 4 (75 — 100) 43130-1 4 — 5 (100 — 125) 43130-2 5 — 6 (125 — 150) 43130-3 F Ceiling Adaptor Kit of 5 pieces. 1 /2" x.12 in (305 mm) threaded rods, ceiling mounting plates, nuts and washers for suspending 5" cable hangers .......................... Type 31771-5 139 HEUAX® CABLE ACCESSORIES fo� A C MOP- V. 107 B F c D z r STANDARD HANGERS AND ADAPTORS FOR 1/2" TO 4" CABLES Hangers for 1/2" to 4" HELIAX cables use 3/8" hard- D Round Member Adaptor Kit of 10 pieces. ware for attachment to towers or adaptors. Stainless steel clamps to mount 1/2" to 4" cable hangers to round support members. A Hanger Kit of 10 pieces. Stainless steel. 3/8" mounting hardware not included Member Diameter Type Cable Maximum Type Sae Spacing Number V /2" 3 ft 43211 —7/8 3 ft 42396-5 3 ft 42396-2 3 5 ft 31766-11 4 ': 5 ft 31766-10 B Hardware Kit of 10 pieces. 3/8" fillister-head bolts, lockwashers and nuts for at- tachment of hangers to drilled tower members. 3/4 in (19 mm) long ................ Type 31769-5 1 in (25 mm) long .................. Type 31769-1 C Angle Adaptor Kit of 10 pieces. Stainless Steel. For mounting 1/2" to 4" cable hangers to angle tower members up to 7/8 in (22 mm) thick Includes hanger attachment hardware. .................................. Type 31768A in (mm) No. 1 — 2 (25 — 50) 31670-1 2 — 3 (50 — 75) 31670-2 3 —4 (75 —100) 31670-3 4 — 5 (100 —125) 31670-4 5 — 6 (125 —150) 31670-5 E . Tower Standoff Kit of 10 pieces. Adaptors with round member clamps and hardware for 1/2" to 4" hangers. Member Diameter 1 in (25 mm) 2.5 in (60 mm) in (mm) Standoff Standoff 0.75 — 1.5 (20 — 40) 30848-5 — 1.5 — 3.0 (40 — 75) 30848-4 — 3 — 4 (75 — 100) 30848-1 41108A-1 4 — 5 (100 —125) 30848-2 41108A-2 5 — 6 (125 — 150) 30848-3 41108A-3 F Ceiling Adaptor Kit of 5 pieces. 3/8" x 12 in (305 mm) threaded rods, ceiling mounting plates, nuts and washers for suspending 1/2" to 4" cable hangers ..................... Type 31771-4 138 9 1-5/8" AND 3" CABLE COMPONENTS CONNECTOR TYPE NUMBERS G N M 21 L H Interface For 1-5/8" HJ7-50A For 3" HJ8-506 A 3-1/8" EIA Flange (Male), with captivated inner connector — 78ARM A 3-1/8" EIA Flange (Male), with captivated inner connector and gas barrier — 78AGM B 3-1/8•. EIA Flange (Female), no inner connector — 78ARF B 3-1/8" EIA Flange (Female), no inner connector, with gas barrier — 78AGF C 1-5/8" EIA Flange, includes inner connector 87R — C 1-5/8" EIA Flange, includes inner connector, with gas barrier 87G — D N Jack (Female), mates with UG-21 87N — E LC Jack (Female), mates with UG-154 87L — F End Terminal, for strap connection to center conductor 87T — G Splice 87Z 78BZ H 1-5/8" EIA Gas Barrier, includes fixed male inner connector both ends 1261 B — J Reducer, 1-5/8" EIA Flange, includes inner connector — 78AS K Reducer, 7/8" EIA Flange, includes inner connector 87S — K Reducer, 7/8" EIA Flange, includes inner connector and gas barrier 87SG — L 3-1/8" EIA End Terminal, includes inner connector — 2062 �[V1 1-5/8" EIA End Terminal, includes inner connector 2061 — E N 3-1 /8" EIA Inner Connector, with anchor bead 15093A O 1-5/8" EIA Inner Connector, with anchor bead 34660 — For dimensions and weights refer to page 136. For rigid line components refer to pages 159-163. 133 1-5/8" AND 3" HEUAX° AIR -DIELECTRIC CABLE Medium diameter air -dielectric HELIAX® cables are widely used in medium- and high -power, low attenua- tion applications such radio and television broadcast antenna systems. The combination of strength and flexibility inherent in the HELIAX construction and its availability in one-piece continuous lengths make it a favorable replacement for rigid lines of comparable size. Connectors feature posi- tive clamping of both conductors, and utilize a tab -flare technique to ensure positive contact A higher power handling 1-5/8" air -dielectric version is also available. Order Type 27591-1b1. APPLICATIONS INFORMATION Pages Broadcast Transmission Lines 154,155 Applications above 1 GHz 1.7 - 2.7 GHz Microwave Cables 62.63 For other applications above 1 GHz, contact your. Andrew Sales Engineer. SHIPPING INFORMATION For information on shipping reels, weights, and dimensions, see pages 203-205. CHARACTERISTICS Type Type HJ7-50A HJ8-506 DESCRIPTION Nominal Size'' r 1_5/8•• 3„ Impedance, ohms 50 50 Outer Conductor ELECTRICAL CHARACTERISTICS Copper Copper - Maximum Frequency, GHz 2.7 1.64 Velocity, percent 92.1 93.3 Peak Power Rating, kW 145 320 Attenuation', d6/100 ft (d6/100 m) 1 MHz 10 MHz 0.020 (0.066) 0.013 (0.043) 100 MHz 0.064 (0.210) 0.207 (0.679) 0.043 (0.141) 0.14 (0.459) 1000 MHz 1500 MHz 0.70 (2.30) 0.56 (1.84) 2000 MHz 0.88 (2.89) 1.05 (3.45) 0.75 (2.46) Average Power Rating", kW, Condition A (Condition B) 1 MHz 10 MHz 145 (145) 320 (320) 100 MHz 48 (74) 14.4 (22.3) 124 1741 37 (52) 1000 MHz 1500 MHz 4.3 (6.7) 9.3(13) 2000 MHz MECHANICAL CHARACTERISTICS 3.4 (5.3) 2.9 (4.5) 7.0 (9.8) - Diameter over Jacket, in (mm) Minimum Bending Radius, in (mm) 2.00 (51.0) 3.02 (76.6) Cable Wei Ib/ft k m Weight g (� ) 508 20 ( ) 1.04 (1.55) 37 762) ( 1.8 (2.6) *For other frequencies and definition of standard conditions see page 183. For other frequencies and defintion of standard conditions see pages 184 and 185. 7/8" AND 1-5/8" CABLE CONNECTORS 0 D kk y" I� 1 t\ Yy CONNECTOR TYPE NUMBERS Interface For 7/8" LDF5-50A For 1-5/8" LDF7-50 A 1-5/8" EIA Flange, Not pressure tight, includes inner connector — L47R B 7/8" EIA Flange, Not pressure tight, includes inner connector L45R — C N Plug (Male), Mates with UG-23 L45W — D N Jack (Female), Mates with UG-21 L45N L47N E UHF Plug (Male), Mates with SO-239A L45P — F UHF Jack (Female), Mates with PL-259A L45U — G LC Plug (Male), Mates with UG-352 L45M L47M H LC Jack (Female), Mates with UG-254 L45L L47L J HN Plug (Male), Mates with UG-60 L45J — K 7/16 DIN Male L45DM — L 7/16 DIN Female L45DF — M End Terminal, for strap connection to center conductor L45T — N Splice L45Z L47Z 0 1-5/8" End Terminal, for strap connection to center conductor, includes inner connector. — 2061 Use with Type L47R P 1-5/8" Gas Barrier, for connecting Type L47R to pressurized line, includes inner — 1261 B connector For dimensions and weights refer to page 136. For rigid line components refer to pages 159-163. _ 125 7/8" AND 1-5/8" HELIAX° FOAM -DIELECTRIC CABLE CHARACTERISTICS Low -loss medium and large diameter HELIAX® foam dielectric cables are designed for efficient performance in long -run fixed station installations, HF receiving sta- tions, and VLF through 2 GHz microwave antenna sys- tems. The proprietary low -loss foam dielectric elimi- nates the need for pressurization, while offering atten- uation performance approaching that of air -dielectric cables of similar size. The new LDF5-50A has lower attenuation than previous versions. Both cables listed below have been qualified to MIL-C-28830. A 7/8", 75 ohm version is available on special order. A 7/8" fire -retardant jacketed version, listed by Under- writers' Laboratories, Inc., is also available, order Type 41690-9 APPLICATIONS INFORMATION Pages Broadcast Transmission Lines 154,155 Fixed Station Transmission Lines 116,117 Cellular Radio Transmission Lines 128 Applications above 1 GHz 1427 — 2700 MHz Microwave Cables 60,61 For other applications above 1 GHz, contact your Andrew Sales Engineer. SHIPPING INFORMATION For information on shipping reels, weights, and dimensions, see pages 203-205. Type LDF5-50A Type LD F7-50 DESCRIPTION Nominal Size 7/8" 1-5/8" Impedance, ohms 50 50 Outer Conductor Copper Copper ELECTRICAL CHARACTERISTICS Maximum Frequency, GHz 4.8 2.5 Velocity, percent 89 88 Peak Power Rating, kW 44 145 Attenuation', dB/100 ft (dB/100 m) 1 MHz 0.035 (0.115) 0.021 (0.069) 10 MHz 0.113 (0.371) 0.068 (0.223) 100 MHz 0.37 (1.21) 0.228 (0.748) 1000 MHz 1.31 (4.3) 0.890 (2.92) 2000 MHz 1.97 (6.46)' 1.40 (4.59) Average Power Rating", kW 1 MHz 44 145 10 MHz 17.6 44.5 100 MHz 5.4 13.3 1000 MHz 1.5 3.4 2000 MHz 1.0 2.16 MECHANICAL CHARACTERISTICS nDiameter over Jacket, in (mm) 1.1 (28) 2.0(50) c Minimum Bending Radius, in (mm) 10 (250) 20 (508) Cable Weight, Ib/ft (kg/m) 0.33 (0.49) 0.92 (1.36) *For other frequencies and definition of standard conditions see page 186. "For other frequencies and definition of standard conditions seepage 187. 1 ') A HELIAX' FOAM -DIELECTRIC COAXIAL CABLES In selecting a cable, the type of construction is impor- tant. Braided outer conductor cables are susceptible to moisture which can significantly increase attenuation. The braid also permits RF leakage. The construction utilized in all HELIAX coaxial cables eliminates both of these problems. LDF SERIES HELIAX CABLE In 1976 Andrew introduced the LDF series of improved HELIAX foam -dielectric cables. Now Andrew introduces a new series (identified by the "A" suffix) of LDF cables that are even lower in loss without any change in mechanical characteristics. .All LDF series cables have the same flexibility, RF shielding and long-term reliability as previous HELIAX foam -dielectric cables, but with improved environmen- tal and electrical performance features. Low Loss. The low -loss foam dielectric offers attenua- tion performance approaching that of air -dielectric cables of similar size. Improvements in the foam dielectric for Type LDF4-50A and LDF5-50A result in even lower attenuation values than were previously available. Weatherproof. Connector "0" ring seals, in conjunc- tion with the annular corrugations in the outer conduc- tor, provide a longitudinal moisture block. To eliminate differential expansion' the dielectric is mechanically locked to the outer conductor and bonded to the inner conductor. Self -Flaring Connectors. This patented" innovation results in simplified assembly, excellent electrical con- tact and high resistance to connector pull -off and twist - off. Each connector is designed for low VSWR,up to the cutoff frequency of the cable. System Design Economies. In some cases, the lower loss of LDF series cables is sufficient to permit the use of the next smaller size cable. In other cases, a foam - dielectric cable can be used instead of an air -dielectric cable of similar size, thus eliminating the need for pressurization. 'Patented United States 3,173,990. "Patented United States 4,046,451 and pending in other countries. F } IA 117 HELIAX" FOAM -DIELECTRIC COAXIAL CABLES Foam -dielectric HELIAX cables have long been the • choice for two-way radio base station and other low - power applications. A broad range of sizes provides fo optimum cable selection. Cables are rugged, yet flex- ible for ease of installation, and are constructed of cop! Two -WAY per for maintenance -free performance. ANTENNA FIXED STATION APPLICATIONS HELIAX° flexible coaxial cables are the standard of the two-way radio industry for fixed station antenna feeder! applications. The solid copper outer conductor of HELIAX precludes entry of 'moisture and provides 1009E '— JUMPER CABLE ASSEMBLY RF shielding. Scuff resistance and corrosion protection are provided by a rugged, weatherproof, black polyeth- ylene jacket All HELIAX cables are supplied in con- E GROUNDING KIT tinuous lengths to facilitate installation and insure re- i liable performance. Choice of the proper coaxial cable for a fixed station application is primarily based on attenuation. Foam- l dielectric HELIAX coaxial cables are generally used. They do not require pressurization, and their attenuation FOAM -DIELECTRIC HELIAX CABLE is sufficiently low for most applications. ASSEMBLIES Superflexible versions of HELIAX foam -dielectric cables q are available for applications where flexibility is of HANGER primary importance. Small size and high flexibility make j superflexible HELIAX the proper choice for vehicular installations and for densely arranged equipment rooms!, of the type found in major buildings. NYLON CABLE TIE 'N- M /��II��® o� Zi PRESSURIZATION EQUIPMENT DEHYDRATOR SELECTION Selection of an automatic dehydrator for a pressurization ' surization period. The capacity of the Type 40525A system is primarily based on the volume of dry air which dehydrator is based on a 0.5 lb/in' (3.4 kPa) pressure has to be supplied. This volume is governed by the size. loss per day and a 90-day desiccant replacement cycle, of the line requiring pressurization, its length, and the as indicated by typical ambient conditions of 40% rela- anticipated leak rate of the system. tive humidity and 21 °C (70°F). The table below can be used as a guide for dehydrator For further information on dehydrator, selection, ask for selection in simple systems. For the Types 1920D and Bulletin 1066. 193013, capacity is based on a two-hour initial pres- TYPICAL DEHYDRATOR CAPACITIES FOR PRESSURIZING TRANSMISSION LINES 1920D Series 1930B Series 40525A Series Transmission Line Length,.ft (m) Length, ft (m) Length, ft (m) 3.4 GHz and higher waveguide 14,000 (4270) 2,500 (760) 1,500 (450) 1.7 — 3.4 GHz waveguide 4,000 (1220) 1,000 (300) 500 (150) 1-5/8" and smaller coaxial 20,000 (6100) 3,500 (1070) 2,000 (610) 3" Coaxial 8,000 (2440) 1,500 (450) 1,000 (300) 4" Coaxial 4,000 (1220) 750 (230) Not Recommended 5" Coaxial 2,500 (760) Not Recommended Not Recommended DEHYDRATOR CHARACTERISTICS 1920D Automatic 1930E Automatic 40525A Manual Power Consumption, watts, operating 840 400 275 standby 10 0.5 0 MECHANICAL Output Capacity, " ft3/min 1.3 0.20 0.90 (litres/min) (36) (5.7) (25) Ambient Inlet Temperature 00 to 320C 00 to 320C 00 to 320C (32' to 90°F) (32' to 90°F) (32' to 90°F) Ambient Humidity, percent 95 95 95 Output Dew Point, below —,40°C (-40°F) —400C (-40°F) —35.6°C (-32°F) Output Connection 1 /8" pipe thread 1 /8" pipe thread 1 /8" pipe thread Output Tubing 20 ft of 3/8" dia. 20 ft of 3/8" dia. 20 ft of 3/8" dia. (6 m of 9 mm dia.) (6 m of 9 mm dia.) (6 m of 9 mm dia.) Net Weight, lb 80 40 21 (kg) (36) (18) (9.5) Shipping Weight, lb 90 47 25.5 (kg) (41) (21) (11.5) Dimensions, HxWxD in 14x18.504.5 13.2x7.2x14.9 12.5x5x16 (mm) (355x470x370) (355x180x375) (320x1 30x4l 0) 'A grounded power cord is supplied. "Output capacity of 50 Hz units is 17% lower. PRESSURIZATION EQUIPMENT 1VOMAM NNrNiroa �-AND"W 0414 40525A Series All air -dielectric waveguides, coaxial cables and rigid dines should be maintained under dry gas pressure to prevent electrical performance degradation. If a constant positive pressure is not maintained, "breathing" can occur with temperature variations. This permits moisture to enter the line causing increased attenuation, increased VSWR, and a path for voltage breakdown. Andrew offers three basic dehydrators and a full line of pressurization accessories. For additional information on pressurization, ask for Bulletin 1066. DEHYDRATORS Automatic Dehydrators 1920D and 1930E Series auto- matically regenerate the desiccant, eliminating down time and assuring output of uniform dryness. Two ad- sorption drying chambers are 'alternately cycled every thirty seconds. While one chamber is drying the air passing through it, the other chamber is being purged of accumulated moisture. 1920D and 1930B Series differ in output capacities. See table on page 108. Manual Reactivation Dehydrator 40525A Series is a low-cost unit suitable for use at attended sites or those sites which are frequently visited for maintenance. The unit can supply up to 100 standard W (2830 litres) of dry air under typical ambient conditions of 40% relative humidity and 21 °C (70°F) after which the desiccant must be replaced or manually reactivated by heating in an oven. Climatic conditions and operational duty -cycle determine the required frequency of reactivation. Duty Cyt;les. All dehydrators except Type 40525A-4 are factory set to start when the pressure drops to 3 lb/in' (21 kPa) and to stop at 8 lb/in' (55 kPa). Type 40525A-4 is set to start when the pressure drops to 1 lb/in' (7 kPa) and to stop at 5 lb/in' (34 kPa). An auto- matic system should be designed so that the dehy- rator runs no more than 5% of the time. If the duty -cycle is greater than 20%, the cause of leakage should be found and corrected. The maximum duty -cycle for a manual system is based on the minimum required desiccant replacement cycle. A Division of EF1 Electronics, Missiles & Communications, Inc. P.O. Box 68, White Haven, Pennsylvania 18661-0068 ■ Telephone: (800) 233-6193 "Is- — - In Pa.: (717) 4Q-9575 BROADCASTTWX . PRODUCTS Ans:E CEEEEWHHHHV File Ref. .LIMITED WARRANTY EMCEE warrants equipment manufactured by us to be free from defects in material and workmanship. Complete equipment or component parts returned as defective, prepaid to our factory, will be at our option, repaired or replaced, at no charge, for a period of one (1) year from date of shipment as long as the equipment or component part in question has not been improperly used or damaged by external causes, such as water or lightning. Electron tubes and semiconductor devices are excepted from this warranty and shall be war ranteed for a period of not more than 90 days from date of shipment. Equipment or component parts sold or used by EMCEE, but manufactured by others, shall carry the same warranty as extended to EMCEE by the original manufacturer. -63- SECTION FOUR MANAGEMENT SECTION s BROADCAST PRODUCTS PROJECT MANAGEMENT Every phase of development from the moment the contract is awarded through successful installation and acceptance of the system is closely controlled by EMCEE staff. Responsibility for proper and on -time completion of the entire project will rest with the Systems Engineering Group. Through a program of hands-on control and routine reporting we. have successfully and satisfactorily completed many installations over the past years. An established management procedure will be followed in the completion of the Monroe County project. The initial tasks of materials ordering, delivery scheduling, and subcontractor organization will be handled by the System's Engineer who developed the list of materials appearing in this proposal. Early in the project, an installation supervisor from our Field Engineering Group will be selected and assigned permanently to your project. He will be made familiar with all the installation details of this particular project through several meetings with all EMCEE personnel who have been involved up to that point. The installation supervisor will then be kept abreast of any developments pertaining to the project including materials delivery dates and changes, if any arise.. -64- PROJECT MANAGEMENT - Continued When the installation actually gets under way, the EMCEE Field Engineer will be in direct authority over tower crews and any subcontractors. He will be present and exercise direct control over every operation from antenna mounting to equipment turn -on and alignment. The . installation supervisor will make daily reports to EMCEE management on the status of the installation. Along with his responsibilities for the timely execution of all the tasks involved and the safety and conduct of the work crews, the EMCEE Field Engineer will be available to your staff members to keep them informed of developments. He will contact your engineer. when his presence is necessary in making any special examinations or decisions. He will have the authority to represent EMCEE in any dealings with Monroe County during the installation. In summary, because of our unequalled experience in transmission system installation work, EMCEE will provide you with a first rate installation completed in a timely manner. System performance will be optimized as a result of the employment of professional modern installation procedures. f'N COMPUTER -ASSISTED ACCOUNT MANAGEMENT EMCEE's processing of an order of this magnitude is a very complex matter. To meet delivery deadlines for multiple systems, the company must carefully co-ordinate the ordering of materials and schedule production very carefully. Such a task would probably be impossible without computerization of the process. EMCEE has implemented a Hewlett'Packard/ASK MANMAN system. The system relies on a Hewlett Packard HP3000 series 40 computer. A systems manager has implemented the system and oversees computer operations, Interfacing with individual department managers, company officers, and data processing personnel. When an order is received by EMCEE, detailed information about each piece of equipment to be supplied, channels, delivery dates, shipping and billing information from the sales department is entered in the computer by the order entry department. Thus, we have a complete data base on the project to work from. Any modifications, additions, or deletions can be entered as they occur. One of the outputs is a detailed acknowledgement of the order, a copy of which is mailed to the customer. COMPUTER —ASSISTED ACCOUNT MANAGEMENT — Continued The purchasing department accesses this account information to make commitments to vendors for the proper quantities of materials and components. Purchasing schedules materials deliveries to coincide with production scheduling in order to meet customer delivery requirements. Production scheduling is also assisted by the computer. The production manager has a computer report on materials delivery and one on customer delivery schedules. With the assistance of the computer the production department efficiently schedules labor on all accounts in the house. Engineering functions, accounts payable, and accounts receivable are also handled on the system. Management is using the computer as a tool to efficienty and promptly meet final equipment delivery to the customer. —67— QUALITY ASSURANCE Every EMCEE unit is individually constructed at a modern plant from the finest components available. Quality control at EMCEE is exceptionally thorough. Every item used in the construction of EMCEE products is inspected upon delivery to the plant to assure that it meets EMCEE's. rigid standards. During each phase of production, the quality control staff scrutinizes every PC board, sub -assembly, module, and drawer. At four integral stages of construction, the unit is pulled from the factory and subjected to rigorous electrical testing. As a final step, the unit is subjected to a complete quality control inspection after final cleanup before release for shipment. Recently employees have implemented "Quality Circles." Groups meet regularly to identify areas for improvement, discuss solutions, and make recommendations for correction. In this way quality control is exercised before and during production instead of after the product is completed. "N 6 COMPANY HISTORY Founded in 1960, EMCEE was originally located in Mount Vernon, New York. From its inception, the major emphasis was toward the innovative design and manufacture of television retransmission equipment. As the years passed, our capabilities and product line grew, as did the need for larger facilities, and in 1968 the company relocated in a new 27,000 square foot facility in White Haven, Pennsylvania. Today EMCEE'is the principal manufacturer of television translators, Instructional Television Fixed Service transmit and receive equipment, and Multipoint Distribution Service transmitters. Our success is largely due to emphasis on development engineering and new products that reflect the highest level of technology. Just as important, however, is the ability to satisfy a market place that is resulting from the new emphasis on energy -efficiency and space-age communications techniques. This continuing impetus toward product development, marketing, and sophisticated manufacturing has enabled EMCEE to maintain its leadership position and we point with pride to the following accomplishments: COMPANY HISTORY - Continued (1) First - 1 kilowatt UHF translator First - manufacturer to employ IF modulation First - solid-state 100 watt VHF translator First - dual conversion translator First - transmission equipment manufacturer to employ surface acoustic wave technology First - triode type ITFS and MDS transmitter First - manufacturer to offer amplifiers for ITFS First -•FCC type accepted combined visual/aural 1 kilowatt UHF transmitter First - FCC type accepted remodulated translator First - FCC type accepted ITFS and MDS transmitters employing GaASFET technology EMCEE's involvement with the telecommunications industry has developed far beyond the manufacturing of quality transmission equipment. Our technical personnel now assume responsibility for the successful implementation of large scale working systems. Our staff of design and applications engineers has expanded and the production and test department have grown tremendously. The research and test laboratories have been equipped with the finest instruments available. EMCEE has grown into a full -service company prepared to meet the increasing demands of the telecommunications industry. -70- CUSTOMER SUPPORT SERVICES TECHNICAL MANUALS Copies of complete owner's manuals will be provided with each unit purchased. EMCEE manuals are quite extensive. In addition to complete schematic diagrams and meticulous technical descriptions of the construction of each unit, the manuals contain detailed information on troubleshooting, test procedures and recommended test equipment, parts ordering procedures, and operation instructions. FACTORY TRAINING Engineer training on all transmitters, receivers, and repeaters is available. EMCEE will conduct a thorough training session at the plant. Each unit will be discussed covering details of 'design, construction, testing methods, and troubleshooting techniques. CUSTOMER SERVICE EMCEE offers the services of an established Customer Service Department to support the on -going operation of the system. The department is comprised of two individuals - a customer service manager and a customer service engineer. The responsibilities of this department include the speedy resolution of off -air emergencies, the administration of warranty and non -warranty repairs, and parts ordering. Customer Service Engineering is available on a twenty-four hour per day basis. During business hours the manager and engineer are available -71- CUSTOMER SUPPORT SERVICES - Continued directly at 800-233-6193. At other times a call to this same number allows the caller to place a message on an automatic answering machine. The message will be responded to typically in no less than five hours, but in no case longer than twelve hours. The Customer Service Engineer has authority to take speedy action to resolve off -air situations. Wh6n an emergency call is received the Customer Service Engineer diagnoses the call as closely as possible by telephone. If parts or modules are required the department members arrange for their immediate shipment. On weekdays parts may be shipped via Federal Express, UPS Blue Label, Emery Air Freight, or Eastern Sprint Service. On weekends Eastern Sprint Service carries parts to the closest major airport. Emergency parts usually arrive within twenty-four hours of the initial call. FIELD SERVICE In the case of extreme systems failures or for periodic maintenance, your company may wish to have an EMCEE field Engineer on site. EMCEE's Field Engineering service has been organized as a department for over ten years. Currently, the department is comprised of a Field Engineering Supervisor and two field engineers, all of whom have significant experience and training in transmitter system installation, repair, and maintenance. Field Engineering Service will be available at prevailing rates. -72- CUSTOMER SUPPORT SERVICES - Continued TECHNICAL CONSULTATION SERVICE The expertise of EMCEE's Systems Engineering group is available to provide technical information on the interfacing of EMCEE equipment with transmission systems. As the operating environment changes situations often arise which require the cooperative efforts of both your engineering personnel and the EMCEE engineering groups. Typically, customer engineering personnel and EMCEE Field Engineering people will analyze a system difficulty and perform field measurements if necessary. The results are then reviewed by the Systems Engineering Department and possible solutions are recommended. REPAIR SERVICE EMCEE offers complete repair service either'in the field or at the factory. Repair work at the plant is performed by technicians in the Test Department trained in equipment repair. Repairs completed in the past have ranged from the replacement of minorcomponents to complete rebuilds of equipment damaged in flood waters. EMCEE Field engineers may be dispatched to any transmission site should repair work need to be done in the field. The Field Engineers are normally equipped with proper test equipment and an adequate supply of parts to perform prompt and thorough repairs on site. -73- FACTORY AND FIELD TRAINING SERVICE EMCEE will arrange for the training of your personnel in the operation of EMCEE equipment. This training is available to engineering personnel, either at the EMCEE facility or in the field. Factory training is generally supervised by the Customer Service Engineer, and follows the outline below. I. MANUAL A. The Customer Service Engineer annotates an operating manual for the equipment on which training is being conducted. The complete manual notes typical current draws, voltage readings, gains, and losses. A. Signal flow within the transmitter and the function of each module are explained. B. A technical rendering of the transmit site is'reviewed, and the interrelationship of the component parts is discussed. -74- n, FACTORY AND FIELD TRAINING SERVICE - Continued III. EQUIPMENT A. Proper use of test equipment is demonstrated. B. Instruction is given on normal operation of the equipment,'and on inspection of the equipment mechanically and electrically. C. Routine servicing and maintenance of the equipment mechanically and electrically are demonstrated. Typical areas of concen- tration are the sweeping of transmitters, lubrication and care of motors, and routine testing procedures. D. Both routine and emergency troubleshooting and repair of equipment are taught in detail. Significant areas include sensitive componentry, replacement of modules, replacement of components within modules, and operator safety. IV. PRACTICE A. The opportunity is provided to use, appropriate test equipment and to practice operating and troubleshooting the EMCEE equipment. -75- r, FACTORY AND FIELD TRAINING SERVICE - Continued NOTE: Appropriate test equipment is required for effective field training. The following are recommended: Sweep generator Ocilloscope . Spectrum analyzer Digital voltmeter Television demodulator Vectorscope Waveform monitor Video generator Power meter Dummy load -76- GENERAL RELATED EXPERIENCE EMCEE has extensive experience in the installation of transmitter and translator sites. Much of this experience has been gained in our MDS and ITFS product line which like LPTV requires towers, buildings, cable, and associated equipment. We have also installed some of the largest translator systems in the country. These systems typically use 1 kilowatt, 100 watt, and 10 watt units interconnected by microwave or by direct off -the -air pick up. Our field engineers have been very active in performing installation, testing, training, and maintenance services similar to those required by you. Here is a brief overview of field activity with some highlights. An earlier major installation. was the completion of the five translator system for WWVU of Morgantown, West Virginia. The project involved the complete installation of three communication towers, buildings, and a 2 GHz microwave link. EMCEE completed a large project for B.O.C.E.S. in Stamford, New York. During 1972, EMCEE installed translators at 15 sites for the Board of Cooperative Educational Services. In 1980 EMCEE installed ITFS transmitters., repeaters, and receivers at five sites for St. Petersburg Junior College, FL. Eventually, St. Petersburg took delivery on equipment for eight channels of trans- mission. fl� -77- W GENERAL RELATED EXPERIENCE - Continued Previously,'EMCEE had completed a large multi -channel ITFS system for Mercer County Community College. In 1980 EMCEE provided and installed a special four -channel ITFS trans- mitter system for the Diocese of Rocksville Center (Long Island'). The Diocese went on to place twelve new transmitters in service over the next two years. The Boston Catholic television network had EMCEE install twelve ITFS transmitters from 1980 to 1983. EMCEE worked closely with Dade County Schools Florida in -the instal- lation and provision of ITFS transmitters, antennas, and lines for a three -site twelve transmitter system in Miami which was started in 1982. Broward County Schools in Fort Lauderdale contracted with EMCEE to install eight ITFS transmitters in 1981-82. These units involved special cabinets at the customer's request. EMCEE field engineering completed turn -on and testing for the Arizona State University ITFS system in 1982. The network includes twelve EMCEE ITFS transmitters. E-M (*1 GENERAL RELATED EXPERIENCE - Continued In 1979 the Oklahoma Educational Television Authority issued a contract to EMCEE for translator installation. Oklahoma Educational Television Authority now has translators at 15 sites completely constructed by EMCEE. The network is remote controlled by a tone decoder type system designed and installed by EMCEE. In 1979/80 EMCEE was selected by Accomack County, Virginia to install 15 units. Included were five 1 kilowatt translators operating at the same site, and a special diversity reception system designed by EMCEE. The project called for extensive proof of performance testing both at the factory and on site. In Logan and Washington Counties of Colorado EMCEE installed a total of 16 units during 1981/82. The project included installation of towers, antenna, and cable as well as field testing. In September of 1983 EMCEE was selected to provide and install four 2 GHz transmitters with automatic switching for the Australian Associated Press. In January of 1984 EMCEE finalized a three translator and tower site for the County of Rockingham, VA. The project called for extensive site testing of the equipment. -79- n-) GENERAL RELATED EXPERIENCE - Continued The Monroe County Florida translator system was completed in December of 1983. EMCEE installed four towers from 250 feet to 300 feet tall, provided buildings, antennas, and lines. Twenty EMCEE 100 watt UHF translators were installed overall. Included in the project was the design and installation of a remote monitoring system using tone decoders for controlling tower lighting. In 1982 EMCEE supplied the first LPTV transmitter in the USA to John W. Boler of Bemidji, Minnesota. Also in December of last year EMCEE installed a complete 1000 watt UHF LPTV station for Local Power Television in LaSalle, Illinois. EMCEE completed two MDS station installation for BA -United in the previous twelve month period. Late in 1984 EMCEE delivered a 5 kilowatt broadcast transmitter to KASK-TV Las Cruces, New Mexico. The transmitter is fully remote controlled and the FCC proof -of -performance testing was provided by EMCEE on site. In February of 1985 EMCEE installed a four site ITFS system for Bowling Green State University in Ohio. This involved a two channel transmit site with two repeater sites. EMCEE installed the transmitters, antennas, and waveguide and performed tests on the system. -80-