Laserfiche WebLink
<br />YJ0040Z <br />PURPLE <br /> <br />190.00 fT. RUSS BAR KTT <br />ELEV. C:C::'O:>lZ <br /> <br />5.00 fT"'"1-I" T T all 15.00 fT <br />: 190.00 fT HEV. <br /> <br />~ <br />~ <br />~ <br />X <br />~ <br />~ <br />X <br /> <br /> <br />~ "00'" <br />~ ORANGE <br />X 100.00 fT ELEV. <br /> <br />~ 8000" nE:i~~x' <br />~ ".00" El[:~':l~O!,i <br />R <coo" El:~i::' <br />~ 2000" El[:'~l~~" <br />X>Z ""29' <br />REO <br />0.00 FT ELEV. .r' <br />i... ",1- 21 .JJ fT <br /> <br />195.00 FT <br /> <br />180.00 fT ELEV. <br /> <br />Yl0052Z <br />PINK <br /> <br />150.00 fT HEV. <br /> <br />YHOO78Z <br />TAN <br /> <br />140.00 fT ELEV. <br /> <br />YG0088Z <br />WHITE <br /> <br />I 20.00 fT H EV . <br /> <br />13.00 FT. BUSS BAR KIT <br />ELEV. CC5051Z <br /> <br />ELEVATION VIEW <br /> <br />NOTE: ~ll ~NTENNA TYPES AND <br />~NTING ELEV~TIONS ARE <br />PER T~BLE SHOWN AT RIGHT. <br /> <br />NOTE: ORIENTATE ANCHOR <br />BOlTS ~S ~. <br /> <br />CENTER POINT Of ~NCHOR <br />BOLT CIRCLE & CONCRETE <br />PIER. <br /> <br />TO\'I'ER CENT ER <br />(v.QRKING POINT) <br />50.00. <br /> <br />~,,~ <br />".~ <br /> <br /> <br />- I <br /> <br />6'-1 7/8'- <br /> <br />JO.OO. <br /> <br />r <br /> <br />TOWER PLAN VIEW(AT BASE) <br /> <br />BASE PLATETh <br />ANCHOR BOl T <br /> <br />L-~ "" N <br /> <br />'.00 ".T1 / 3 <br /> <br /> <br />BC50250 ~ <br />DRAIN PLATE L-LEVELING NUT <br /> <br />DOUBL E I'oIJT <br />& F.W. <br /> <br />DRY P~CK <br />~fT ER TOWER <br />IS ERECTED <br /> <br />INSPECT ~LL LEVELING I'oIJTS TO ~SSURE <br />THEY ARE LEVEL WITH RESPECT TO EACH <br />OTHER PRIOR TO TOWER ERECTION. <br />DRAIN PLATE INSTALLATION <br /> <br />~L <br />;; 'f~ <br />J E'.&!h" <br /> <br />{. <br /> <br />4'-1 " <br /> <br />. 'J <br /> <br />PLAN VIEW (AT TOP) <br /> <br />1; <br /> <br />12.00 IN. <br /> <br />II <br /> <br />V <br /> <br />/~C51447 <br />/ ! TElolPLATE <br /> <br />PROJ. <br /> <br />r:'--- ~C50899 <br /> <br /> <br />VI <br /> <br />-""", <br />.......- -~ <br />B~SEPL~TE & ~NCHOR BOlT DATA: <br />\.75" THK X 24.875'0.0. (50 KSI) <br />(5) 2.25" DIA. X 50.00' LG ANCHOR BOlTS <br />ON ~ 19.250' DIA BOlT CIRCLE, WITH A <br />'2.00' PROJECTION ~80VE CONCRETE, <br /> <br />ANCHOR BOLT CAGE DETAIL <br /> <br />ANTENNA MOUNTING TABLE <br />ANTENNA TYPE SIZE .I.IOUNTING <br />& I.4OOEL NO, (OCCI>lAl. FREQUENCY OT'I. HEIGHT MOUNTING <br /> (DECI"-'l. AZIWTH <br /> rEEl) rEEl) <br />PCS A 060-19 6.87 NIA 12 190.00 FT N/A <br />Rototoble Plot{orm lJ N/A I 190.00 fT NIA <br />PCS A 050-19 6.87 N/~ 12 175.00 fT N/A <br />Antenna Uount N/A N/~ J \75.00 fT N/~ <br />PCS ~ 050-19 6.87 N/~ 12 155.00 fT N/~ <br />~n tenno Uoun t N/~ N/~ J 155.00 FT 101./" <br /> <br />. ~ CENTERLINE OF ANTENNA , N/~ ~ NOT ~V~IL~BLE <br /> <br />NOTES: <br />I. MAXI~ DESIGN RE~CTIONS ~T BASE: <br />SHEAR ~ 47.52 K/LEG <br />VERTICAL UPWARD ~ 47'.18 KILEG <br />VERTICAL ~WARO ~ 510.54 K/LEG <br />2. TOWER DESIGN CRITERIA: EI~/TIA - 222F <br />J. THIS STRUCTURE HAS BEEN DESIGNED FOR <br />THE FOLLOWING LOADING: <br />A. CASE I WIND ~1D5 ICE ~ 0.00 <br />CASE 2 WIND ~ 50 ICE ~ 0.00 <br />B. ANTENNA LOADING IS PER THE ANTENNA f.()UNTING <br />T~8LE ~ BELOW. <br />4. FINISH: GALV~NIZED PER ~ST~ A-12J <br />5. AJ25 HARDWARE PER ~STU AJ25-91C, EXCLUOE SECTIONS <br />6.3 AND 9.2. HAROWARE GALVANIZED PER ASTU A\53 <br />6. COLOR CODE IDENTIFICATION: <br />A. TOWER STEEL IS BUNDLED B'I SECTION & IDENTIFIED <br />BY COLOR OF P~INT PL~CED ON B~ND (CRllolP AREA), <br />SEE SCHEMATIC "T LEFT TO OETER~INE COLOR OF <br />SECTION <br />B. HARDWARE KITS FOR EACH TOWER SECTION ARE PLACED <br />IN BUCKETS & IDENTIFIED B'I COLOR Of PAINT SHOWN <br />ON LID OF BUCKET. SEE SCHEMATIC "T LEFT TO <br />DETER~INE COLOR OF SECTION. <br />7. ALL ASTU A325 BOlTS ARE TO BE TIGHTENED TO A SNUG <br />TIGHT CONDITION. ." SNV<i TIGHT CONOITION IS <br />DEFINED "s THE TIGHTNESS THAT EXISTS WHEN ALL PLIES <br />IN A JOINT ARE IN CONTACT. THIS MAY BE ATTAINED B'I <br />A FEW llolPACTS OF AN llolP~CT v,RENCH OR THE FULL <br />EHORT OF A MAN USING AN ORDINAR'I SPUO VtRENCH.' <br />REf: . Sf'{ClFICA lIONS rOR ASTIoi AJ25 OR A490 BOllS. . <br />lIA.'/l;AL or SlEEL CONSTRUCllON, ALLOlIABlE SlRESS <br />DESIGN. AISC, 11TH EDIlION, 19811. FACE :1-213. <br /> <br />8. SITE NAME = ZEPHYR HILLS <br /> <br />PROJECT DRAWING INDEX <br /> <br />DRAWING <br />N!.M3ER <br />A 1291 <br />B 1141 <br />C 108Z <br />101Z <br />E 099Z <br />F D91Z <br />YG 088Z <br />YH 078Z <br />I 052Z <br />J 040Z <br /> <br />DESCRIPTION <br /> <br />SECTION-" 0'- 20' - RED <br />SECTION-B 20'- 40' -- BLUE <br />SECTION-G 40'- 60' -- GREEN <br />SECTION-D 60'- 80' -- ,(ElLON <br />SECTION-E 80'-100' -- BL~CK <br />SECTION-F 100'-120' - ~ANGE <br />SECTION-G 120'-140' - vt1lTE <br />SECTION-H 140'-160' - TAN <br />SECTION-I 150'-180' - PINK <br />SECTION-J 180'-190' MPLE <br /> <br />z~!/1i <br /> <br />UNIT QT\" <br />WT PER <br />LBS) STR <br />7588 I <br />5944 I <br />5740 1 <br />4555 1 <br />4278 , <br />3420 1 <br />3051 , <br />1881 1 <br />1374 1 <br />699 \ <br /> <br />1949 <br />352 <br />J6 <br />18 <br />85 <br />2926 <br />1258 <br /> <br />I <br />I <br />I <br />2 <br />I <br />1 <br />1 <br /> <br />)C 879Z WAVEGUIDE I COAX SUP~T STRUCT~E <br />C 055Z 10' X 24" WAVEGUIDE ICE BRIDGE KIT <br />C 167Z EIA GROUNDING KIT <br />C 051 Z COPPER GROONO BUSS BAR KI T <br />C 08ll I\NTI-fREEF ~LL KIT <br />DJ58 15 FT. ROTAT~BLE PLATFORW DRAWINC INDEX <br />89DZ CLI~BING LADDER <br /> <br />DUPLICATE DRAWING DISTRIBUTION I TEC PROJECT DRAWING INDEX 1M337-01 <br />VAU..:lNT LNERCY STEEL TULSA, -OK 1 ---------------------------- <br />. ,. DWG SIZE D CLASS CODE (I)! CL~SS NO. (J) 999 <br />'~""I~ ~ I~ <br />KRC 12/31/97 NONE ~ <br />P.A. 0<< ~ I ~M ~i <br />o HER SfECIr 1 ON ~ ~ <br /> <br />....~ALI~~I~ ~ <br />I 451821 <br />I I _~NO. <br />195 FT. SELF SUPPORTING STRUCTURe DC50359 <br /> <br />~~V DA TE <br />Th~11 <br /> <br />REV 0<< <br />BY BY <br /> <br />REVISION DESCRIPTION <br />j:J.lSLc:o.Elt <br />AERIAL COIN. <br />