REV. DESCRIPTION 90 PP R PRODUCTS, LLC R PRODUCTS, LLC EUROCONTROLS UTOMTION INC. MICRONESI (GLVNIZED STEEL) PO OX 5999 PEORI, IL 660-5999 TOLL FREE 800--ROHN THIS DRWING IS THE PROPERTY OF ROHN. IT IS NOT TO E REPRODUCED, COPIED OR TRCED IN WHOLE OR IN PRT WITHOUT 0' SSV TOWER SSEMLY JEC PRJ. CHW 9/5/06 OF PRJ. MNG'R: DRWING NO: 90CP 0
0'-0" 0'-6" 5'-0" '-0" '-6" 0'-0" CENTROID OF TOWER ROUND PIER '-6" () () NO. 6 HORIZ. RS EQULLY SPCED ECH WY, TOP & OTTOM (88 TOTL) FCTORED RECTIONS Maximum O.T.M =,00. FT-K Total Tower Wt = 8.66 KIPS Total Shear = 9. KIPS Max. Shear/Leg =. KIPS Max. Ten./Leg = 8.95 KIPS Max. Comp./Leg = 9.6 KIPS 0'-0" PLN VIEW () NO. CIRCULR TIES ENCLOSING VERTICL RS w/ " LPS ON.5" CENTERS ELEVTION VIEW CENTROID OF MT '-0" SEE NOTE #8 (8) NO. VERT. RS EQULLY SPCED ON " DI. CIRCULR CGE W/90 HOOKS T OTTOM () ROUND PIER. PD. TOTL. NO. CIRCULR TIES ENCLOSING VERTICL RS w/" LPS ON 6" CENTERS () R DI.(MIN) CONCRETE VOLUME (cu.yds). GEOTECHNICL REPORT HS NOT EEN PROVIDED TO ROHN FOR FOUNDTION DESIGN. PURCHSER HS REQUESTED FOUNDTION DESIGN TO E SED ON PRESUMPTIVE SND SOIL DESIGN PRMETERS. IT IS THE RESPONSIILITY OF THE PURCHSER TO VERIFY THT PRESUMPTIVE SOIL DESIGN PRMETERS RE PPROPRITE SED UPON CTUL SOIL CONDITIONS. FOUNDTION DESIGN MODIFICTIONS MY E REQUIRED IN THE EVENT THE FOLLOWING DESIGN PRMETERS RE NOT PPLICLE FOR THE SUSURFCE CONDITIONS ENCOUNTERED. ) ULTIMTE SOIL ERING PRESSURE T 5 FT DEPTH =,000 PSF. ) GROUND WTER TLE IS T OR ELOW FOUNDTION DEPTH. C) MXIMUM FROST PENETRTION DEPTH LESS THN FOUNDTION DEPTH.. WORK SHLL E IN CCORDNCE WITH LOCL CODES, SFETY REGULTIONS ND UNLESS OTHERWISE NOTED, THE LTEST REVISION OF CI 8, "UILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". PROCEDURES FOR THE PROTECTION OF EXCVTIONS, EXISTING CONSTRUCTION ND UTILITIES SHLL E ESTLISHED PRIOR TO FOUNDTION INSTLLTION.. CONCRETE MTERILS SHLL CONFORM TO THE PPROPRITE STTE REQUIREMENTS FOR EXPOSED STRUCTURL CONCRETE.. PROPORTIONS OF CONCRETE MTERILS SHLL E SUITLE FOR THE INSTLLTION METHOD UTILIZED ND SHLL RESULT IN DURLE CONCRETE FOR RESISTNCE TO LOCL NTICIPTED GGRESSIVE CTIONS. THE DURILITY REQUIREMENTS OF CI 8 CHPTER SHLL E STISFIED SED ON THE CONDITIONS EXPECTED T THE SITE. S MINIMUM, CONCRETE SHLL DEVELOP MINIMUM COMPRESSIVE STRENGTH OF,500 PSI IN 8 DYS. 5. MXIMUM SIZE OF GGREGTE SHLL NOT EXCEED SIZE SUITLE FOR INSTLLTION METHOD UTILIZED OR / CLER DISTNCE EHIND OR ETWEEN REINFORCING. MXIMUM SIZE MY E INCRESED TO / CLER DISTNCE PROVIDED WORKILITY ND METHODS OF CONSOLIDTION SUCH S VIRTING WILL PREVENT HONEYCOMS OR VOIDS. 6. REINFORCEMENT SHLL E DEFORMED ND CONFORM TO THE REQUIREMENTS OF STM 65 GRDE 60 UNLESS OTHERWISE NOTED. SPLICES IN REINFORCEMENT SHLL NOT E LLOWED UNLESS OTHERWISE INDICTED.. WELDING IS PROHIITED ON REINFORCING STEEL ND EMEDMENTS. 8. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHLL E INCHES (6 MM) UNLESS OTHERWISE NOTED. PPROVED SPCERS SHLL E USED TO INSURE INCH (6 MM) MINIMUM COVER ON REINFORCEMENT. 9. CONCRETE COVER FROM TOP OF FOUNDTION TO ENDS OF VERTICL REINFORCEMENT SHLL NOT EXCEED INCHES (6MM) NOR E LESS THN INCHES (5MM). 0. FOUNDTION DESIGN SSUMES STRUCTURL CKFILL TO E COMPCTED IN 8 INCH (00 MM) MXIMUM LYERS TO 95% OF MXIMUM DRY DENSITY T OPTIMUM MOISTURE CONTENT IN CCORDNCE WITH STM D698. DDITIONLLY, STRUCTURL CKFILL MUST HVE MINIMUM COMPCTED UNIT WEIGHT OF 0 POUNDS PER CUIC FOOT ( KN/M). FOUNDTION DESIGN SSUMES LEVEL GRDE T STRUCTURE SITE.. FOUNDTION INSTLLTION SHLL E SUPERVISED Y PERSONNEL KNOWLEDGELE ND EXPERIENCED WITH THE PROPOSED FOUNDTION E. CONSTRUCTION SHLL E IN CCORDNCE WITH GENERLLY CCEPTED INSTLLTION PRCTICES.. FOUNDTION DESIGN SSUMES FIELD INSPECTIONS WILL E PERFORMED TO VERIFY THT CONSTRUCTION MTERILS, INSTLLTION METHODS ND SSUMED DESIGN PRMETERS RE CCEPTLE SED ON CONDITIONS EXISTING T THE SITE.. FOR FOUNDTION ND NCHOR TOLERNCES SEE DRWING 80. 5. LOOSE MTERIL SHLL E REMOVED FROM OTTOM OF EXCVTION PRIOR TO CONCRETE PLCEMENT. SIDES OF EXCVTION SHLL E ROUGH ND FREE OF LOOSE CUTTINGS. 6. CONCRETE SHLL E PLCED IN MNNER THT WILL PREVENT SEGREGTION OF CONCRETE MTERILS, INFILTRTION OF WTER OR SOIL ND OTHER OCCURRENCES WHICH MY DECRESE THE STRENGTH OR DURILITY OF THE FOUNDTION.. CONCRETE PREFERLY SHLL E PLCED GINST UNDISTURED SOIL. WHEN FORMS RE NECESSRY, THEY SHLL E REMOVED PRIOR TO PLCING STRUCTURL CKFILL. 8. CONSTRUCTION JOINTS, IF REQUIRED T THE SE OF THE PIERS, MUST E INTENTIONLLY ROUGHENED TO FULL MPLITUDE OF / INCH (6 MM). FOUNDTION DESIGN SSUMES NO OTHER CONSTRUCTION JOINTS. 9. TOP OF FOUNDTION OUTSIDE LIMITS OF NCHOR OLTS SHLL E SLOPED TO DRIN WITH FLOTED FINISH. RE INSIDE LIMITS OF NCHOR OLTS SHLL E LEVEL WITH SCRTCHED FINISH. 0. EXPOSED EDGES OF CONCRETE SHLL E CHMFERED /" X /" (9MM X 9MM) MINIMUM. NOTE: SEE STRUCTURE SSEMLY DRWING FOR FOUNDTION LYOUT ND NCHORGE EMEDMENT DRWING NUMER. REV. DRWING NO: DESCRIPTION PRODUCTS LLC PO OX 5999 PEORI, IL 660-5999 TOLL FREE 800--ROHN THIS DRWING IS THE PROPERTY OF ROHN. IT IS NOT TO E REPRODUCED, COPIED OR TRCED IN WHOLE OR IN PRT WITHOUT DWG PRJ. DWG H 90 H 90-0-F 09//6 OF R PRJ. MNG'R: PP MT W/RISED PIERS FOUNDTION PER NSI/TI--G PRESUMPTIVE SND 0
TOP SPRED '-6 /" 6N5 SEE CP PLTE INSTLLTION DETIL SEE DETIL '' TOWER DESIGN LODING DESIGN WIND LOD PER NSI/TI--G USING THE FOLLOWING DESIGN CRITERI: SIC WIND SPEED (NO ICE):. MPH (6 KPH) ULTIMTE WIND SPEED PER SCE -0 STRUCTURE CLSS: III EXPOSURE CTEGORY: D TOPOGRPHIC CTEGORY: THIS TOWER IS DESIGNED TO SUPPORT THE FOLLOWING LODS: ELEVTION (FT) NTENN E LINE SIZE (NOM) NCHOR MTERIL ITEM QTY PRT NO. DESCRIPTION DWG. NO. D6FST NCHOR OLT STR SSY -/8X60 D6FST 90L - TOWER CCESSORIES ITEM QTY PRT NO. DESCRIPTION DWG. NO. N SECTION SSY N 0'.5EH S 0500 REV. DESCRIPTION 90 PP TOP LIGHTNING ROD - 0N SECTION SSY 0N 0' EH 805 SLOPE CHNGE SEE DETIL '' 0 ()980MM X 0MM X 0MM PNELS & () 0MM X 0MM X 0MM RRUS LEG MOUNTED () /" 80 () FT. HP DISHES [0][0][0] (6GHZ) () /" NOTE: NTENN ZIMUTH IS SHOWN IN DEGREES WITHIN THE [RCKETS]. 9N8 SECTION SSY 9N 0'.5EH 80 5 8N8 SECTION SSY 8N 0'.5STD 806 6 N SECTION SSY N 0' STD 805 6N5 SECTION SSY 6NST 0' STD 80 TOWER STEEL HEIGHT = 0 FT. N 8N8 9N8 0N 0 (SEE NOTE # ) 0 () P/N: CP50 CP PLTE INSTLLTION DETIL TOWER XIS TOWER CONFIGURTION N.T.S. P/N: 00G GENERL NOTES:. ROHN PRODUCTS, LLC TOWER DESIGNS CONFORM TO NSI/TI--G UNLESS OTHERWISE SPECIFIED UNDER TOWER DESIGN LODING.. NTENNS ND LINES LISTED IN TOWER DESIGN LODING TLE RE PROVIDED Y OTHERS UNLESS OTHERWISE SPECIFIED.. THE DESIGN LODING CRITERI INDICTED HS EEN PROVIDED TO ROHN. THE DESIGN LODING CRITERI HS EEN SSUMED TO E SED ON SITE-SPECIFIC DT IN CCORDNCE WITH NSI/TI--G ND MUST E VERIFIED Y OTHERS PRIOR TO INSTLLTION.. SEE INDIVIDUL SECTION SSEMLY DRWINGS FOR PRT NUMERS ND SECTION SSEMLY DETILS. 5. STEP OLTS RE PROVIDED S CLIMING FCILITY FOR THE INSTLLTION OF THE STRUCTURE. 6. REFER TO THE LTEST OF THE DRWINGS SHOWN IN THE ILL OF MTERILS.. NUT LOCKING DEVICE IS PROVIDED FOR LL TOWER ND NCHOR OLTS. 8. THE LEG PRT NUMER IS STMPED T THE OTTOM OF ECH LEG OF ECH SECTION. 9. DESIGN SSUMES LEVEL GRDE T TOWER SITE. 0. WORK SHLL E IN CCORDNCE WITH NSI/TI--G, "STRUCTURL STNDRDS FOR STEEL NTENN TOWERS ND NTENN SUPPORTING STRUCTURES".. TOLERNCE ON TOWER STEEL HEIGHT IS EQUL TO PLUS % OR MINUS /%.. PURCHSER SHLL VERIFY THE INSTLLTION IS IN CONFORMNCE WITH LOCL, STTE, ND FEDERL REQUIREMENTS FOR OSTRUCTION MRKING ND LIGHTING.. TOWER MEMER DESIGN DOES NOT INCLUDE STRESSES DUE TO ERECTION SINCE ERECTION EQUIPMENT ND CONDITIONS RE UNKNOWN. DESIGN SSUMES COMPETENT ND QULIFIED PERSONNEL WILL ERECT THE TOWER.. DESIGN SSUMES THT, S MINIMUM, MINTENNCE ND INSPECTION WILL E PERFORMED OVER THE LIFE OF THE STRUCTURE IN CCORDNCE WITH NSI/TI--G. 5. LL TOWER CCESSORIES ND/OR MOUNTS THT RE NOT SHOWN IN.O.M., TO E SUPPLIED Y OTHERS. 6. NUMERS SHOWN IN LLOONS DENOTE ITEM NUMERS IN ILL OF MTERIL.. TOWER ORIENTTION TO E DETERMINED Y OTHERS. 8. DESIGN SSUMES LL NTENNS RE MOUNTED SYMMETRICLLY TO MINIMIZE TORQUE. 9. ROHN SHLL HVE THE OPTION TO REVIEW FINL DISH LOCTIONS, ZIMUTHS ND MOUNTS TO VERIFY THT SSUMED TORQUE VLUES ND LOCL STRESSES RE NOT EXCEEDED. 0. DISH ZIMUTHS SHOWN RE NOMINL ZIMUTHS USED FOR DESIGN. CTUL ZIMUTHS (TO E DETERMINED Y OTHERS) MUST NOT RESULT IN INCRESED DESIGN LODS.. THE TOWER ZIMUTH SHOWN IS RELTIVE ZIMUTH USED TO ESTLISH THE RELTIVE POSITION OF NTENNS WITH RESPECT TO THE TOWER FOR DESIGN.. STNDRD INSIDE CORNER MOUNTED CLIMING LDDER WITH SFETY DEVICE IS PROVIDED FOR CLIMING THE ENTIRE TOWER HEIGHT.. THE PURCHSER SHLL VERIFY THT CTUL SITE SOIL PRMETERS MEET OR EXCEED NSI/TI--G PRESUMPTIVE SND SOIL PRMETERS.. ONE 9-HOLE WVEGUIDE LDDER WITH '-0" ON CENTER RUNG SPCING IS PROVIDED FROM SE TO TOP OF TOWER FOR SNP-ON HNGERS. 5. WVEGUIDE ND CLIMING LDDER SECTIONS MY REQUIRE FIELD CUTTING TO PROPER LENGTH FTER SSEMLY. LL FIELD CUTTING MUST E REPIRED WITH COLD GLV OR ZINC RICH PINT. (Y OTHERS) 8 V690 GIRT SSY 6NST L.5X..5"OL N/ 9 V80 GIRT SSY N L.5X.".5"OLT N/ 0 KH6 ROD SSY LTNG&EXT 5" FL PL C99095 CP5 PLTE SSY CP 5.00 FL PL N/ VY0 LDDER SSY 0' STD INS COR C0008 VY0 LDDER SSY 0' INS COR N&8N C0008 VY09 LDDER SSY 0' STD INS COR C869 5 T0UM MOUNT DISH SSY LEG TP U 5' C8009 6 VY96 MOUNT NTEN SSY LEG STDX5' 85 6 WL0F9KD LDDER SSY W/G FCE 0' 9HOLE C9908 8 GKGGX KIT SE GRD SSV /8" GLV. 0099 9 TT50LD SFETY DEVICE TUF TUG LD 50' DWG-0 0 TT-WG-500-W/SMC WIRE GR W/CRINER N/ TTFH-D HRNESS TUF TUG -D RING N/ CWS SIGN NTI-CLIM WRNING SSY N/ ROHN-TG STNDRD ROHN TG N/ 905 DRWING OLT SSY 905 5 656 STEPOLT DETIL 656 P/N: 008G P/N: 6N P/N: 008GW P/N: V PRODUCTS LLC PO OX 5999 PEORI, IL 660-5999 TOLL FREE 800--ROHN THIS DRWING IS THE PROPERTY OF ROHN. IT IS NOT TO E REPRODUCED, COPIED OR TRCED IN WHOLE OR IN PRT WITHOUT EUROCONTROLS UTOMTION INC. 0' SSV TOWER SSEMLY R N 8 MXIMUM FCTORED RECTIONS COMPRESSION = 9.8 KIPS TENSION = 8.0 KIPS TOTL SHER = 9. KIPS DETIL '' (SSY P/N: V690) DETIL '' (SSY P/N: V80) JHY MICRONESI KTL 09//06 H OF SE SPRED '- 5/8" O.T.M. =,00. FT-KIPS PRJ. PRJ. MNG'R: DWG DO DRWING NO: 90-0- 0
LEVELING LOCKS TO E LOCTED S REQUIRED (Y OTHERS) SEE DETIL 'D' P/N: KH85 () P/N: VLT- (NCHOR OLT TEMPLTE) TOP OF FOUNDTION SEE DETIL '' 5" (mm) DRINGE SLOT MUST E KEPT FREE OF OSTRUCTIONS (DRINGE SLOT IS NOT REQUIRED FOR SOLID ROD TOWERS). GLV. NUT LEVELING NUT SEE DETIL '' REV. DESCRIPTION REVISED TO LTEST FORMT 9/5/06 JEC CHW PP DWG P/N: KH85 () C 0 TOWER XIS 6" (5mm) 0 DURING CONCRETE INSTLLTION DETIL '' GROUT MY E ELIMINTED IF THE DISTNCE ETWEEN TOP OF CONCRETE ND OTTOM OF LEVELING NUT IS LESS THN OR EQUL TO NCHOR OLT DI. FTER CONCRETE INSTLLTION SEE DETIL 'E' DETIL '' /8" (mm) MX D P/N: VL SEE DETIL 'C' PLN VIEW N.T.S. C D F P/N: KH85 () P/N: KH85 () P/N: 00G (/X-/ OLT SSY) () '- 5/8" (.6M) '-8 /8" (.86M) 8'-5 /8" (.55M) '-0 /6" (.88M) F DETIL 'E' P/N: KH85 () DETIL 'C' /" (mm) SECTION F-F P/N: KH50 () NCHOR OLT INSTLLTION TOLERNCES. FCE SPRED DIMENSION CENTER-TO-CENTER OF NCHOR OLT CIRCLES - PLUS OR MINUS /6" (mm) OR /6"(mm) PER 0 FT. (6m) OF FCE SPRED.. MXIMUM DIFFERENCE ETWEEN NY TWO FOUNDTION ELEVTIONS - /" (mm).. CONCRETE DIMENSIONS - PLUS OR MINUS " (5mm).. DEPTH OF FOUNDTION - PLUS " (6mm) OR MINUS 0". 5. DRILLED FOUNDTIONS OUT OF PLUM -.0 DEGREE. 6. REINFORCING STEEL PLCEMENT - PER.C.I. 0.. PROJECTION OF EMEDMENTS - PLUS OR MINUS /8" (mm). 8. VERTICL EMEDMENTS OUT OF PLUM -/ DEGREE. 9. MXIMUM DISTNCE FROM CENTERLINE OF NCHOR OLTS TO CENTERLINE OF FOUNDTION - / OF PIER DIMETER UP TO MXIMUM OF " (50mm). 0. NCHOR OLT SPCING - /6" (mm).. NCHOR OLT CIRCLE ORIENTTION - / DEGREE.. NCHOR OLT CIRCLE DIMETER - PLUS OR MINUS /6" (mm).!!! WRNING!!! ENSURE DIMENSIONS -D RE CORRECT ON LL FCES PRIOR TO PLCING CONCRETE ND THT THE NUMER ND SIZE OF NCHOR OLTS MTCHES THE STRUCTURE DRWING. FTER NCHOR OLTS RE INSTLLED ND CONCRETE HS TKEN ITS INITIL SET, NCHOR OLTS MUST NOT E MOVED, ENT OR RELIGNED IN NY MNNER. NCHOR OLT TIGHTENING NOTES. NUTS, THREDS ND LL NUT CONTCT SURFCES MUST E CLENED ND LURICTED FTER CONCRETE INSTLLTION ND IMMEDITELY EFORE INSTLLTION OF LEVELING ND TOP NUTS. NUTS MUST E FREE TO MOVE THROUGHOUT THE ENTIRE LENGTH OF THE NCHOR OLT THRED PROJECTION.. FTER LEVELING THE LEVELING NUTS ND SETTING THE SE PLTE, TOP NUTS MUST E INSTLLED IN N INCREMENTL STR TIGHTENING SEQUENCE TO SNUG TIGHT CONDITION FOLLOWED Y TIGHTENING THE LEVELING NUTS IN SIMILR PTTERN TO SNUG TIGHT CONDITION. SNUG TIGHT IS DEFINED Y THE TIGHTNESS OTINED WITH THE EFFORT OF ONE PERSON WITH INCH NOMINL LENGTH WRENCH.. FTER LL TOP ND LEVELING NUTS RE TIGHTENED TO SNUG TIGHT CONDITION, TOP NUTS SHLL E FURTHER TIGHTENED IN N INCREMENTL STR PTTERN WITH THE LEVELING NUTS SECURED TO RESULT IN / TOP NUT ROTTION FOR NCHOR OLTS -/ INCHES OR LESS IN DIMETER, OR /6 TOP NUT ROTTION FOR NCHOR OLTS GRETER THN -/ INCHES IN DIMETER. NOTES. LL NCHOR OLTS MUST MEET OR EXCEED REQUIREMENTS OF.S.T.M. F55-S, S5 GRDE 05.. NCHOR OLTS RE GLVNIZED FULL LENGTH UNLESS OTHERWISE SPECIFIED.. GROUT TO E 5000 PSI MIN. ULTIMTE STRENGTH, -DY NON-SHRINK ND NON-METLLIC.. SPECIL CRE MUST E TKEN WHEN LIFTING NCHOR OLT CLUSTER TO PREVENT NCHOR OLT TEMPLTE DISTORTION. 5. NCHOR OLT SSEMLY MUST E DEQUTELY SUPPORTED ND RESTRINED TO PREVENT MOVEMENT OF THE CLUSTER DURING CONCRETE INSTLLTION. 6. IT IS THE RESPONSIILITY OF THE FOUNDTION CONTRCTOR TO VERIFY THT THE CORRECT NCHOR OLT TEMPLTE ND FOUNDTION SHOWN ON RESPECTIVE SITE DRWINGS RE EING USED.. IT IS THE RESPONSIILITY OF THE FOUNDTION DESIGN ENGINEER TO INSURE THT THE NCHORGES PROVIDED RE COMPTILE WITH THE PROPOSED FOUNDTION DESIGNS ND THT THE CPCITIES OF THE NCHORGES RE NOT LIMITED Y THE STRENGTH OF THE FOUNDTIONS. D 5 0 DETIL 'D' () /8" (mm) DI. X 60" (5mm) LG. NCHOR OLTS EQULLY SPCED ON -/6" (9mm) DI. OLT CIRCLE. P/N: 00G (/X-/ OLT SSY) () P/N: VLT- ()!! WRNING!! PRIOR TO PLCING CONCRETE: CHECK THT THE TEMPLTE NCHOR OLT CIRCLE MTCHES THE NCHOR OLT CIRCLE SHOWN ON THE STRUCTURL DRWING. CLL ROHN (09)-566-000 FOR NY DISCREPNCY. DRWING NO: PRODUCTS LLC PO OX 5999 PEORI, IL 660-5999 TOLL FREE 800--ROHN THIS DRWING IS THE PROPERTY OF ROHN. IT IS NOT TO E REPRODUCED, COPIED OR TRCED IN WHOLE OR IN PRT WITHOUT NCHOR OLT LYOUT /8" [MM]Ø OLTS (D6FST) JEC PRJ. DWG MDF D6FST OF R PRJ. MNG'R: 8//0
SECTION SSEMLY P/N: N ILL OF MTERIL ITEM PRT NO. QTY DESCRIPTION VL0XL LEG SSV 9-N.5EH 0' - [PIPE 89mm EH] VL0SXL LEG SSV 9-N.5EH 0' - [PIPE 89mm EH] N 6 RCE DS SST L.5X.9X.0' [L 6x6x5] N 6 RCE DS SST L.5X.9X.6' [L 6x6x5] 5 N 6 RCE DS SST L.5X.9X5.6' [L 6x6x5] 6 00G 5 OLT SSY / X -/ HS 5 [Mx] 06 Nut /8 ( Jam - Pal ) HDG [M] 8 5/8STEP 6 OLT SSY STEP 5/8X W/DN [M6x8] REV. Standard-SSV DESCRIPTION REDRWN TO NEW UTOCD FORMT. ug//005 VL0/SXL WS VL0/S REPLCED FOR REV. G SPECS Oct/0/006 REDRWN TO STNDRDS Sep/0/00 PP K JT S JD KTL H. LGC M.F H 8 6 GENERL NOTES:. LEG PRT NUMER IS STMPED T THE OTTOM OF ECH LEG ND MUST E LOCTED T THE OTTOM OF THE SECTION FOR PROPER SSEMLY.. STEP OLTS RE PROVIDED ON ONE LEG ONLY.. THIS IS SE SECTION. SEE THE TOWER SSEMLY FOR NCHOR OLTS. NUT LOCKING DEVICE IS SUPPLIED FOR THE NCHOR OLTS.. DRWING IS N.T.S. ND IS FOR SSEMLY PURPOSES ONLY. 5. NOMINL METRIC EQUIVLENTS RE GIVEN FOR REFERENCE ONLY ND SHLL NOT E SUSTITUTED FOR THE DESCRIED SIZES UNLESS OTHERWISE PPROVED Y ROHN PRODUCTS. DWG REFERENCE 0' [6096 mm] FLNGE PLTE Sep/6/00 :9: PM TOWER XIS VIEW - GROUND LUG (REF) FLNGE PLTE PRODUCTS 5 TOWER XIS 68 WEST PLNK ROD PEORI, IL 660 TOLL FREE 800--ROHN THIS DRWING IS THE PROPERTY OF ROHN. IT IS NOT TO E REPRODUCED, COPIED OR TRCED IN WHOLE OR IN PRT WITHOUT ELEVTION VIEW SECTION SSEMLY DETILS FOR SSV N (SE) \Erection\ FLNGE OFFSET EVEL FLNGE PLTE (P/N) SPRED TOP N/ N/ " X " X " (P/N: R-F) '- 5/8" [85mm] OTTOM N/ / STD. " X " X " (P/N: R-F) '- 5/8" [6mm] SECTION - M.F KTL H. DRWING NO: 0500 pr//005
SECTION SSEMLY P/N: 0N ILL OF MTERIL ITEM PRT NO. QTY DESCRIPTION REV. DESCRIPTION REDRWN 09//06 JHY KTL PP DWG VL6 LEG SSV 9-N EH 0' 6 OFF [PIPE 6mmEH] VL6S LEG SSV 9-N EH 0' 6 OFF [PIPE 6mmEH] W0 6 L.00X.00X.9X. 0N D [L 5x5x5] W0 6 L.00X.00X.9X5. 0N D [L 5x5x5] 5 W0 6 L.00X.00X.9X60.9 0N D [L 5x5x5] 6 00G 5 OLT SSY /X-/ 5 HDG [Mx] 006G OLT SSY /8X-/ 5 HDG [Mx89] 8 6 8 5/8STEP 6 OLT SSY STEP 5/8X W/DN [M6x8] GENERL NOTES:. LEG PRT NUMER IS STMPED T THE OTTOM OF ECH LEG ND MUST E LOCTED T THE OTTOM OF THE SECTION FOR PROPER SSEMLY.. STEP OLTS RE PROVIDED ON ONE LEG ONLY.. FLNGE OLTS RE FOR FLNGE PLTES T THE OTTOM OF THE SECTION.. DRWING IS N.T.S. ND IS FOR SSEMLY PURPOSES ONLY. 5. NOMINL METRIC EQUIVLENTS RE GIVEN FOR REFERENCE ONLY ND SHLL NOT E SUSTITUTED FOR THE DESCRIED SIZES UNLESS OTHERWISE PPROVED Y ROHN PRODUCTS. 0' [6096mm] FLNGE PLTE TOWER XIS FLNGE PLTE PRODUCTS, LLC 5 ELEVTION VIEW VIEW - TOWER XIS PO OX 5999 PEORI, IL 660-5999 TOLL FREE 800--ROHN THIS DRWING IS THE PROPERTY OF ROHN. IT IS NOT TO E REPRODUCED, COPIED OR TRCED IN WHOLE OR IN PRT WITHOUT SECTION SSEMLY DETILS FOR SSV 0N FLNGE OFFSET EVEL FLNGE PLTE (P/N) SPRED TOP N/ N/ 6" X 6" X /" (P/N: 6C) 0'- /" [mm] OTTOM /" N/ " X " X " (P/N: ) '- 5/8" [85mm] VIEW - ED PRJ. TS HRK /0/98 OF PRJ. MNG'R: DRWING NO: 805
SECTION SSEMLY P/N: 9N8 ILL OF MTERIL ITEM PRT NO. QTY DESCRIPTION VL5 LEG SSV 9-N.5EH 0' 5 6OF [PIPE 6mm EH] VL5S LEG SSV 9-N.5EH 0' 5 6OF [PIPE 6mm EH] W9 6 RCE DS SS9T L.5X.9X0.6' [L xx5] W9 6 RCE DS SS9T L.5X.9X.' [L xx5] 5 W9 6 RCE DS SS9T L.5X.9X.6' [L xx5] 6 00G 5 OLT SSY / X -/ HS 5 [Mx] 0050G OLT SSY / X -/ HS 5 [M9x0] 8 5/8STEP 6 OLT SSY STEP 5/8X W/DN [M6x8] GENERL NOTES:. LEG PRT NUMER IS STMPED T THE OTTOM OF ECH LEG ND MUST E LOCTED T THE OTTOM OF THE SECTION FOR PROPER SSEMLY.. STEP OLTS RE PROVIDED ON ONE LEG ONLY.. FLNGE OLTS RE FOR FLNGE PLTES T THE OTTOM OF THE SECTION.. DRWING IS N.T.S. ND IS FOR SSEMLY PURPOSES ONLY. 5. NOMINL METRIC EQUIVLENTS RE GIVEN FOR REFERENCE ONLY ND SHLL NOT E SUSTITUTED FOR THE DESCRIED SIZES UNLESS OTHERWISE PPROVED Y ROHN PRODUCTS. Standard-SSV REV. DESCRIPTION PP UPDTE TO STNDRDS JC KTL H May//0 8 6 DWG REFERENCE 0' [6096 mm] FLNGE PLTE May//0 :: PM TOWER XIS VIEW - FLNGE PLTE PRODUCTS 5 TOWER XIS 68 WEST PLNK ROD PEORI, IL 660 TOLL FREE 800--ROHN THIS DRWING IS THE PROPERTY OF ROHN. IT IS NOT TO E REPRODUCED, COPIED OR TRCED IN WHOLE OR IN PRT WITHOUT ELEVTION VIEW SECTION SSEMLY DETILS FOR SSV 9N8 \Erection\ FLNGE OFFSET EVEL FLNGE PLTE (P/N) SPRED TOP N/ N/ 5" X 5" X /" (P/N: R-5C) 8'-6 /" [60mm] OTTOM /" [6mm] N/ 6" X 6" X /" (P/N: R-6) 0'- /" [mm] SECTION - ED WDU T.S DRWING NO: 80 Nov/5/98
SECTION SSEMLY P/N: 8N8 ILL OF MTERIL ITEM PRT NO. QTY DESCRIPTION VL9 LEG SSV 8N.5STD 0' 5 5 [PIPE 6mm STD] VL9S LEG SSV 8N.5STD 0' 5 5 [PIPE 6mm STD] W8 6 RCE DS SS8T L.5X.9X.95' [L 8x8x5] W8 6 RCE DS SS8T L.5X.9X8.6' [L 8x8x5] 5 W8 6 RCE DS SS8T L.5X.9X8.9' [L 8x8x5] 6 W8 6 RCE DS SS8T L.5X.9X9.0' [L 8x8x5] 00G 60 OLT SSY / X -/ HS 5 [Mx] 8 00G OLT SSY 5/8 X -/ HS 5 [M6x6] 9 5/8STEP 6 OLT SSY STEP 5/8X W/DN [M6x8] Standard-SSV REV. DESCRIPTION PP UPDTE TO STNDRDS JC KTL H May//0 9 GENERL NOTES:. LEG PRT NUMER IS STMPED T THE OTTOM OF ECH LEG ND MUST E LOCTED T THE OTTOM OF THE SECTION FOR PROPER SSEMLY.. STEP OLTS RE PROVIDED ON ONE LEG ONLY.. FLNGE OLTS RE FOR FLNGE PLTES T THE OTTOM OF THE SECTION.. DRWING IS N.T.S. ND IS FOR SSEMLY PURPOSES ONLY. 5. NOMINL METRIC EQUIVLENTS RE GIVEN FOR REFERENCE ONLY ND SHLL NOT E SUSTITUTED FOR THE DESCRIED SIZES UNLESS OTHERWISE PPROVED Y ROHN PRODUCTS. DWG REFERENCE 0' [6096 mm] FLNGE PLTE TOWER XIS May//0 :0:00 PM 5 VIEW - FLNGE PLTE PRODUCTS 6 8 TOWER XIS 8 68 WEST PLNK ROD PEORI, IL 660 TOLL FREE 800--ROHN THIS DRWING IS THE PROPERTY OF ROHN. IT IS NOT TO E REPRODUCED, COPIED OR TRCED IN WHOLE OR IN PRT WITHOUT ELEVTION VIEW SECTION SSEMLY DETILS FOR SSV 8N8 \Erection\ FLNGE OFFSET EVEL FLNGE PLTE (P/N) SPRED TOP N/ N/ 5" X 5" X /" (P/N: R-5C) 6'-6 /" [000mm] OTTOM N/ N/ 5" X 5" X /" (P/N: R-5C) 8'-6 /" [60mm] SECTION - ED RN T.S DRWING NO: 806 Oct/8/98
SECTION SSEMLY P/N: N ILL OF MTERIL ITEM PRT NO. QTY DESCRIPTION REV. DESCRIPTION REDRWN 09//06 JHY KTL PP DWG VL8 LEG SSV 6-N STD 0' 5 5OFF [PIPE 5mm STD] VL8S LEG SSV 6-N STD 0' 5 5OFF [PIPE 5mm STD] W 6 L.50X.50X.9X68.56 N D [L 8x8x5] W 6 L.50X.50X.9X.8 N D [L 8x8x5] 5 W 6 L.50X.50X.9X6.5 N D [L 8x8x5] 6 W 6 L.50X.50X.9X80.5 N D [L 8x8x5] 8 W5 6 L.50X.50X.9X8.00 N D [L 8x8x5] 8 00G 5 OLT SSY /X-/ 5 HDG [Mx] 0 9 00G OLT SSY 5/8X-/ 5 HDG [M6x6] 0 5/8STEP 6 OLT SSY STEP 5/8X W/DN [M6x8] 0' [6096mm] GENERL NOTES:. LEG PRT NUMER IS STMPED T THE OTTOM OF ECH LEG ND MUST E LOCTED T THE OTTOM OF THE SECTION FOR PROPER SSEMLY.. STEP OLTS RE PROVIDED ON ONE LEG ONLY.. FLNGE OLTS RE FOR FLNGE PLTES T THE OTTOM OF THE SECTION.. DRWING IS N.T.S. ND IS FOR SSEMLY PURPOSES ONLY. 5. NOMINL METRIC EQUIVLENTS RE GIVEN FOR REFERENCE ONLY ND SHLL NOT E SUSTITUTED FOR THE DESCRIED SIZES UNLESS OTHERWISE PPROVED Y ROHN PRODUCTS. 5 FLNGE PLTE TOWER XIS 6 FLNGE PLTE PRODUCTS, LLC VIEW - TOWER XIS PO OX 5999 PEORI, IL 660-5999 TOLL FREE 800--ROHN 9 ELEVTION VIEW 9 THIS DRWING IS THE PROPERTY OF ROHN. IT IS NOT TO E REPRODUCED, COPIED OR TRCED IN WHOLE OR IN PRT WITHOUT SECTION SSEMLY DETILS FOR SSV N FLNGE OFFSET EVEL FLNGE PLTE (P/N) SPRED TOP N/ N/ 5" X 5" X /" (P/N: 5) '-6 /" [8mm] OTTOM /" N/ 5" X 5" X /" (P/N: 5) 6'-6 /" [000mm] VIEW - ED PRJ. TS KTL 09/0/98 OF PRJ. MNG'R: DRWING NO: 805
SECTION SSEMLY P/N: 6N5 ILL OF MTERIL ITEM PRT NO. QTY DESCRIPTION VL65 LEG SSV 6-N STD 0' 5 5EV [PIPE 5mm STD] VL65S LEG SSV 6-N STD 0' 5 5EV [PIPE 5mm STD] REV. DESCRIPTION REDRWN IN UTOCD //6 CHW KTL PP H 6W L.50X.50X.9X66.8 6N D [L 8x8x5] 6WC 6 L.50X.50X.9X65.9 6N D [L 8x8x5] 5 5/8STEP 6 OLT SSY STEP 5/8X W/DN [M6x8] 6 00G 5 OLT SSY /X-/ 5 HDG [Mx] 00G OLT SSY 5/8X-/ 5 HDG [M6x6] 6 GENERL NOTES:. LEG PRT NUMER IS STMPED T THE OTTOM OF ECH LEG ND MUST E LOCTED T THE OTTOM OF THE SECTION FOR PROPER SSEMLY.. STEP OLTS RE PROVIDED ON ONE LEG ONLY.. FLNGE OLTS RE FOR FLNGE PLTES T THE OTTOM OF THE SECTION.. DRWING IS N.T.S. ND IS FOR SSEMLY PURPOSES ONLY. 5. NOMINL METRIC EQUIVLENTS RE GIVEN FOR REFERENCE ONLY ND SHLL NOT E SUSTITUTED FOR THE DESCRIED SIZES UNLESS OTHERWISE PPROVED Y ROHN PRODUCTS. 5 0' [6096 mm] FLNGE PLTE TOWER XIS VIEW - FLNGE PLTE PRODUCTS, LLC TOWER XIS PO OX 5999 PEORI, IL 660-5999 TOLL FREE 800--ROHN ELEVTION VIEW THIS DRWING IS THE PROPERTY OF ROHN. IT IS NOT TO E REPRODUCED, COPIED OR TRCED IN WHOLE OR IN PRT WITHOUT SECTION SSEMLY DETILS FOR 6N5 FLNGE OFFSET EVEL FLNGE PLTE (P/N) SPRED TOP N/ N/ 5" X 5" X /" (P/N: 5) '-6 /" [8mm] OTTOM N/ / REV. 5" X 5" X /" (P/N: 5) '-6 /" [8mm] SECTION - ED WDU 0//98 TS OF PRJ. PRJ. MNG'R: DRWING NO: 80
.5'± SEE DETIL '' SS'Y P/N: KH6 FOR 5" FLNGE PLTE SS'Y P/N: KH68 FOR 6" FLNGE PLTE SS'Y P/N: KH69 FOR " FLNGE PLTE ITEM 5 5 5 QUN. PRT NO. LRCL 00G M5H5 VY65 JR8W M5H6 VY65 LRCL 0050G JR8W M5H VY65 LRCL 006G JR8W ILL OF MTERIL DESCRIPTION STU MOUNT P.5 EH X.5 NGLE DPTER CLIP (L X X.8") COPPER CLD LIGHTNING ROD (.6 D X 5') FLNGE OLT SS'Y (.6 X.50") U-OLT SS'Y (.50 X.00") STU MOUNT P.5 EH X.5' NGLE DPTER CLIP (L X X.8") COPPER CLD LIGHTNING ROD (.6 D X 5') FLNGE OLT SS'Y (.5 X.5") U-OLT SS'Y (.50 X.00") STU MOUNT P.5 EH X.5' NGLE DPTER CLIP (L X X.8") COPPER CLD LIGHTNING ROD (.6 D X 5') FLNGE OLT SS'Y (.88 X.50") U-OLT SS'Y (.50 X.00") DWG. NO. 0506 8000 N/ C00 6508 0506 8000 N/ C00 6508 0506 8000 N/ C00 6508 Standard-SSV REV. DESCRIPTION PP REVISED STU P/N'S M.F KTL H Nov/9/005 TOP OF TOWER TOWER LEG (REF) GENERL NOTES. MOUNT P/N VY65 S NER TO THE TOP OF STU MOUNT S IS NECESSRY.. NCO NUTS MY E SUSTITUTED S NECESSRY Y DDING "N" TO THE END OF SS'Y P/N.. DOWNLED CLMPS MY E TTCHED TO THE LIGHTNING ROD (LRCL) S NEEDED.. " " - INDICTES F DRWINGS FOR SHOP USE ONLY. DWG REFERENCE Sep/5/006 ::5 PM TOWER RCE (REF) 5 PRODUCTS 68 WEST PLNK ROD PEORI, IL 660 TOLL FREE 800--ROHN THIS DRWING IS THE PROPERTY OF ROHN. IT IS NOT TO E REPRODUCED, COPIED OR TRCED IN WHOLE OR IN PRT WITHOUT MOUNTING.5' LIGHNTING ROD EXT. SSY. DETIL '' L_K _S pr/0/999 \Erection\ DRWING NO: TWS C99095
LDDER CLIP P/N: H8 LDDER SECTION (REF) SSY P/N VY0 FOR 6NST SECTIONS ILL OF MTERIL QTY P/N DESCRIPTION DWG NL0 LDDER 0' STD.' 5"OC NL0 KY95 PLTE SPLICE.5X.5X.5" KY95 H8 CLIP.5X.9X6." HDG 99808 008G OLT SSY /X-/ 5 HDG N/ J5W J-OLT SSY /8 X 5-/8 W/WSH 9- REV. DESCRIPTION REVISED TO LTEST FORMT & REDUCED PGE NUMERS 6/8/05 JEC MDF PP H ILL OF MTERIL QTY P/N DESCRIPTION DWG NL0 LDDER 0' STD.' 5"OC NL0 TOWER RCE (REF) LDDER SECTION (REF) SSY P/N VY0 FOR N & 8N SECTIONS KY95 PLTE SPLICE.5X.5X.5" KY95 H8 CLIP.5X.9X6." HDG 99808 8 008G OLT SSY /X-/ 5 HDG N/ 8 J5W J-OLT SSY /8 X 5-/8 W/WSH 9-8 KH9 SDDLE CLMP NO. 5 WINCH HDG 0 6 J J-OLT SSY /8 X -/6 HDG 9 DETIL - LDDER CLIP DETIL TTCH LDDER DIRECTLY TO THE RCES IN 6NST SECTION VY55 TUE LD SUPP.5ODXGX.' 8090 VY6 TUE LD SUPP.5ODXGX5.06' 8005 VY56 TUE LD SUPP.5ODXGX5.8' 809 VY5 TUE LD SUPP.5ODXGX5.8' 809 6NST SPLICE PLTE P/N: KY95 LDDER SECTION (REF) J-OLT SSY P/N: J OLT SSEMLY P/N: 008G () SDDLE CLMP P/N: KH9 SUPPORT TUE P/N: VY55 SPLICE CONNECTION SECTION C-C SUPPORT TUE P/N: VY56 TOWER RCE (REF) J-OLT SSY W/ WSHER P/N: J5W 6' SUPPORT TUE P/N: VY6 8' PRODUCTS, LLC PO OX 5999 PEORI, IL 660-5999 TOLL FREE 800--ROHN THIS DRWING IS THE PROPERTY OF ROHN. IT IS NOT TO E REPRODUCED, COPIED OR TRCED IN WHOLE OR IN PRT WITHOUT VIEW -. FOR N & 8N C C LDDER CLIP P/N: H8 LDDER SUPPORT TUE 5' SUPPORT TUE P/N: VY5 ' LDDER SSEMLY INSIDE CORNER LDDER SSY (6NST-8N) F PRJ. H KTL OF PRJ. MNG'R: 0/05/00 N (5 YS) 8N ( YS) DRWING NO: C0008
'- /" SIDE RILS -/" X /" W/ 5/8" RUNGS 5" O.C. SSY P/N: VY09 0' SECTION FOR -/" - -/" RCES ILL OF MTERIL QTY P/N DESCRIPTION NL0 LDDER 0' STD.' 5" OC VY00 TUE LD SUPP.5ODXGX6.06' H8 CLIP.5X.9X6." HDG KH9 SDDLE CLMP NO. 5 WINCH HDG KY95 PLTE SPLICE.5X.5X.5" 0 J J-OLT SSY /8 X -/6 HDG JW J-OLT SSY /8X-/6 W/WSH 008G OLT SSY /X-/ 5 HDG REV. DESCRIPTION REVISED TO LTEST FORMT 6//06 JEC JDM PP JDM '-0 /" PLN LDDER CLIP P/N: H8 OLT SSEMLY P/N: 008G () SUPPORT TUE P/N: VY00 J-OLT W/ WSHER SDDLE CLMP P/N: KH9 LDDER SECTION SECTION - J-OLT SSY () J-OLT SSY P/N: J () TOWER RCE (REF) SSY P/N: VY09 0' SECTION FOR -/" - -/" RCES SSY P/N: VY09 0' SECTION FOR " - " RCES SSY P/N: VY095 0' SECTION FOR " - " RCES NL0 LDDER 0' STD.' 5"OC VY00 TUE LD SUPP.5ODXGX6.06' H8 CLIP.5X.9X6." HDG KH9 SDDLE CLMP NO. 5 WINCH HDG KY95 PLTE SPLICE.5X.5X.5" 0 J J-OLT SSY /8 X -/6 HDG JW J-OLT SSY /8X-/6 W/WSH 008G OLT SSY /X-/ 5 HDG NL0 LDDER 0' STD.' 5" OC VY00 TUE LD SUPP.5ODXGX6.06' H8 CLIP.5X.9X6." HDG KH9 SDDLE CLMP NO. 5 WINCH HDG KY95 PLTE SPLICE.5X.5X.5" 8 J J-OLT SSY /8 X -/6 HDG J5 J-OLT SSY /8 X 5-/8 HDG 008G OLT SSY /X-/ 5 HDG NL0 LDDER 0' STD.' 5"OC VY00 TUE LD SUPP.5ODXGX6.06' H8 CLIP.5X.9X6." HDG KH9 SDDLE CLMP NO. 5 WINCH HDG KY95 PLTE SPLICE.5X.5X.5" 8 J J-OLT SSY /8 X -/6 HDG J5 J-OLT SSY /8 X 5-/8 HDG 008G OLT SSY /X-/ 5 HDG SPLICE PLTE P/N: KY95 NOTE: FTER INSTLLTION, OTTOM OF LDDER MY E EMEDDED IN CONCRETE FOR DDED RIGIDITY. SSY P/N: VY998 0' SECTION FOR 5" RCES NL0 LDDER 0' STD.' 5"OC VY00 TUE LD SUPP.5ODXGX6.06' H8 CLIP.5X.9X6." HDG KH9 SDDLE CLMP NO. 5 WINCH HDG KY95 PLTE SPLICE.5X.5X.5" 8 J J-OLT SSY /8 X -/6 HDG J6 J-OLT SSY /8 X 8" HDG 008G OLT SSY /X-/ 5 HDG P/N: VY00 () LDDER SECTION () LDDER SUPPORT TUE LOCTION CHRT 0' SECTIONS 0' SECTIONS SECTION ELEVTIONS ± (,) SECTION ELEVTIONS ± (,) NST 5'-0", 6'-0" NST '-6", 9'-0" 8N, 8NST '-0", 8'-0" 8N, 8NST '-6", 8'-0" 9N, 9NST 5'-0", '-6" 9N, 9NST '-0", '-6" 0N 5'-0", '-6" 0N '-0", '-6" N 5'-0", '-6" N '-0", '-6" N '-0", '-0" N '-0", '-0" N '-0", '-0" 5N '-0", '-0" 6N '-0", '-0" NOTE: N DDITIONL 0 FEET OF LDDER IS PROVIDED WITH LL TOWERS 00 FEET ND OVER. LDDER IS TO E FIELD CUT TO PROPER LENGTH FTER INSTLLTION. (LL FIELD CUTTING MUST E REPIRED WITH COLD GLV. OR ZINC RICH PINT). PRODUCTS, LLC PO OX 5999 PEORI, IL 660-5999 TOLL FREE 800--ROHN THIS DRWING IS THE PROPERTY OF ROHN. IT IS NOT TO E REPRODUCED, COPIED OR TRCED IN WHOLE OR IN PRT WITHOUT STNDRD INSIDE CORNER MTD (NST-6N) NST (5 YS) (SECTION -) 8N ( YS) (SECTION -) 9N-N ( YS) (SECTION -) NOTE: SECTION - VIEWS RE INCOMPLETE FOR CLRITY OF INSTLLTION N-6N ( YS) (SECTION -) JG PRJ. GPW 0/9/98 TWS OF PRJ. MNG'R: DRWING NO: C869
GENERL NOTES. MOUNTING RCKETS MUST E MOUNTED S CLOSE TO RCE CLIP S POSSILE.. FOR MOUNTING RCKET FRICTION SEE DRWING NUMER 800005 ND 8000.. FOR U-OLT FRICTION, SEE DRWING NUMER 6508.. FOR MOUNTING PIPE FRICTION, SEE DRWING NUMER 060. Standard-SSV REV. DESCRIPTION PP REDRWN INTO UTOCD FORMT K M.F H. Jan/0/00 DWG REFERENCE NOTE: FLT WSHERS RE PROVIDED FOR LL SLOTTED HOLES Jan/9/00 :0:5 PM MOUNTING PIPE U-OLT SSEMLY WITH WSHERS () TOWER XIS LEG U-OLT SSEMLY WITH WSHERS (.) UPPER MOUNTING RCKET MOUNTING PIPE PRODUCTS MOUNTING RCKET TOWER LEG (REF.) TOWER RCE (REF.) / X / OLT SSEMLY (-REQUIRED ) 68 WEST PLNK ROD PEORI, IL 660 TOLL FREE 800--ROHN THIS DRWING IS THE PROPERTY OF ROHN. IT IS NOT TO E REPRODUCED, COPIED OR TRCED IN WHOLE OR IN PRT WITHOUT DISH MOUNT UNIVERSL LEG FOR TPERED SECTIONS \Erection\ PLN VIEW LOWER MOUNTING RCKET ELEVTION VIEW JG DRWING NO: TWS C8009 MK Dec/05/98
Standard-SSV REV. DESCRIPTION PP REDRWN IN UTOCD 6 K JDM H. Nov/08/006 DWG REFERENCE Nov/08/006 :6:0 PM LEG U-OLT SSY WSHERS (.) TOWER LEG (REF.) / X -/ OLT SSY ( REQ'D ) () MOUNTING PIPE MOUNTING RCKET GENERL NOTES.MOUNTING RCKETS MUST E MOUNTED S CLOSE S POSSILE TO RCE CLIP..FLT WSHERS RE PROVIDED FOR LL SLOTTED HOLES. MOUNTING RCKET MOUNTING PIPE PT. NO. KH5 TO TOWER XIS LEG MOUNTING RCKET MTG PIPE U-OLT SSY W/WSHERS () VIEW - PRODUCTS 68 WEST PLNK ROD PEORI, IL 660 TOLL FREE 800--ROHN THIS DRWING IS THE PROPERTY OF ROHN. IT IS NOT TO E REPRODUCED, COPIED OR TRCED IN WHOLE OR IN PRT WITHOUT ELEVTION DISH MOUNT SSY STR LEG " X 5' MOUNTING PIPE \Erection\ _N RM TWS DRWING NO: 85 Oct//98 6
Standard-SSV REV. DESCRIPTION PP REDRWN INTO UTOCD DLJ JWS H. ug/0/006 '- 5/6" WS '-0" JDM KTL H. May/0/008 DIG. TOWER RCE (REF) Jun/0/008 :0:0 PM 6'± OR 0'± J-OLT SSY. W/WSHER P/N: WY98 /8X-/ OLT SSY. W/WSHER () LDDER RIL LDDER TTCHMENT CLIP NOTES:. SPCE LDDER CLIPS S SHOWN.. THE W/G LDDER MY REQUIRE FIELD CUTTING TO THE PROPER LENGTH FTER SSEMLY. W/G LDDER MY E MOVED HORIZONTLLY FOR THE PROPER LIGNMENT.. WSHERS RE PROVIDED FOR LL SLOTTED HOLES. 5. W/G LDDER MY E MOUNTED INSIDE OR OUTSIDE OF TOWER S REQUIRED. 6. THE W/G LDDER MUST E OFFSET FROM THE CENTER OF THE TOWER WHEN USED WITH FCE MOUNTED CLIMING LDDER FOR REQUIRED CLERNCES.. IF CIRCULR W/G IS USED, THREDED DPTERS, PROVIDED Y OTHERS, MY E REQUIRED TO PERFECTLY LIGN W/G'S ON LDDER. DWG REFERENCE '-0" () DIG. TOWER RCE (REF) /8X-/ OLT SSY () LDDER RIL.5 () /6" DI. HOLES (9 PER RUNG) /"DI. HOLES (9 PER RUNG) PRODUCTS 68 WEST PLNK ROD PEORI, IL 660 TOLL FREE 800--ROHN THIS DRWING IS THE PROPERTY OF ROHN. IT IS NOT TO E REPRODUCED, COPIED OR TRCED IN WHOLE OR IN PRT WITHOUT ELEVTION VIEW (N.T.S.).5 () LDDER RIL TX LINE RCKETS FCE MTD 9 HOLE ' KD.5"O.C. SRH TWS May/0/999 \Erection\ '- 5/6" DRWING NO: TWS C9908
TOWER LEG OR POLE SECTION (GLVNIZED) NCHOR OLT ILL OF MTERIL ITEM QTY PRT NO. DESCRIPTION SEE CHRT GROUND LUG REV. DESCRIPTION DDED POLE VIEW PP GR650 ROD GROUND 5/8" X 0' HDG DR5- LUG, GLVN 6-50 LCU 05/09/06 JHY JDM H 8 006T CLMP #80 W / TINNED 5 080 SCREW CP.5-0X.00" S.S. 6 08 NUT.5-0 HEX S.S. 5008 WSHER.5 STD FLT SS 8 5000-0 /6 6X5 EIP IWRC RRL 0' 5 6 VIEW - 6" MIN. NCHOR OLT SIZE GROUND PLTE /" GL 5/8" GL5 /" GL6 /8" GL " GL8 ORDER INFO NCHOR ROD SIZE SSY. P/N /" GKGGX 5/8" GK5GGX /" GK6GGX /8" GKGGX " GK8GGX 0' NOTE: ORDER () FOR ICL REV.G PPLICTIONS. 0' TOWER FOUNDTION () GROUND ROD () GROUND LED () PRODUCTS PO OX 5999 PEORI, IL 660-5999 TOLL FREE 800--ROHN THIS DRWING IS THE PROPERTY OF ROHN. IT IS NOT TO E REPRODUCED, COPIED OR TRCED IN WHOLE OR IN PRT WITHOUT PLN VIEW (POLE) PLN VIEW (TOWER) TI--G STNDRD FOR SS TOWERS (GLV) JK JDM DEC//00 DWG OF DRWING NO: 0099
REV. Standard-SSV DESCRIPTION DDED INSTLL TENSION OF CLE INFORMTION 08/0/ PP ZW JDM H HED DPTOR OLTED TO LDDER EXTENSION. LDDER EXTENSION CLE CLMPS LDDER EXTENSION SDDLE CLMP W/ SQURE U OLTS LDDER RUNG INSTLL CLE WITH 00# TENSION ± 5# DWG REFERENCE SDDLE CLMP W/ SQURE U OLT LDDER RUNG CLE GRIP EVERY 5' \Erection\ May/5/00 0::5 M C C ROHN CLIMING LDDER LDDER RUNG U OLT SECTION - SECTION - LDDER RUNG U OLT SECTION C-C LDDER SE CONNECTOR DRWING NO: PRODUCTS LLC PO OX 5999 PEORI, IL 660-5999 TOLL FREE 800--ROHN THIS DRWING IS THE PROPERTY OF ROHN. IT IS NOT TO E REPRODUCED, COPIED OR TRCED IN WHOLE OR IN PRT WITHOUT DWG TUF TUG LDDER INSTLL CHW H DWG-0 JDM May//00
REV. DESCRIPTION CHNGE NOTTION. PP JEC JDM H 0// SSEMLY OLT INSTLLTION. UNLESS OTHERWISE SPECIFIED, SSEMLY OLTS ND NCHOR OLTS RE TO E TIGHTENED TO SNUG TIGHT CONDITION (MEMERS IN FIRM CONTCT) ND MUST INCLUDE NUT LOCKING DEVICE. NO MINIMUM OLT TENSION OR TORQUE VLUES RE REQUIRED. WHEN LOCK WSHERS RE PROVIDED S NUT LOCKING DEVICE, REPLCE NY DMGED WSHERS DUE TO OVER TIGHTENING.. WSHERS RE TO E INSTLLED OVER SLOTTED HOLES. PL NUT INSTLLTION. PL NUTS RE TO E INSTLLED FTER NUTS RE TIGHT ND WITH EDGE LIP OUT (SEE PICTURE). PL NUTS RE NOT REQUIRED WHEN SELF-LOCKING NUTS OR LOCK WSHERS RE PROVIDED. PRODUCTS PO OX 5999 PEORI, IL 660-5999 TOLL FREE 800--ROHN THIS DRWING IS THE PROPERTY OF ROHN. IT IS NOT TO E REPRODUCED, COPIED OR TRCED IN WHOLE OR IN PRT WITHOUT OLT SSEMLY INSTLLTION OH GH 0/05/9 TWS OF DRWING NO: 905
REV. DESCRIPTION UPDTED TITLE LOCK PP 6 JHY JDM H //05 PIPE LEG, SOLID LEG, OR POLE SECTION NOTE:. STEP OLTS MUST E TURNED UNTIL THE FRONT EDGE OF THE OLT TOUCHES THE SIDE OF THE STRUCTURE.. STEP OLTS RE SUPPLIED FOR CONSTRUCTION PURPOSES ND RE NOT INTENDED FOR USE Y UNQULIFIED PERSONNEL.. DEVITION FROM PERFECT LIGNMENT IS CCEPTLE. SOME SPCING INCONSISTENCY MY EXIST T SPLICE LOCTIONS.. IF STEP OLTS RE ELIEVED TO PRESENT SFETY PROLEMS TO PERSONNEL, DO NOT INSTLL THE STEP OLTS. STEP OLTS TO E CLIMED Y COMPETENT CLIMER ONLY. 00% FLL PROTECTION IS REQUIRED T LL TIMES. CLIMING STEP OLTS IS DNGEROUS ND CN CUSE SERIOUS INJURY OR DETH. PERFORM N INSPECTION PRIOR TO CLIMING TO IDENTIFY POTENTIL CLIMING HZRDS. STEP OLTS SPCING T SECTION JOINTS MY NOT E CONSISTENT WITH THE SPCING THROUGHOUT THE STRUCTURE. FLNGE PLTES T SECTION JOINTS, GUYS, TTCHMENTS TO LEGS, ETC. MY E N OSTRUCTION TO CONTINUOUS CLIMING. VIEW - STEP OLT CLIMING WRNING SIGN (INSTLL WRNING SIGN IN OTTOM 5' OF STRUCTURE) DRWING NO: PRODUCTS, LLC PO OX 5999 PEORI, IL 660-5999 TOLL FREE 800--ROHN THIS DRWING IS THE PROPERTY OF ROHN. IT IS NOT TO E REPRODUCED, COPIED OR TRCED IN WHOLE OR IN PRT WITHOUT STEP OLT INSTLLTION DETIL OH PRJ. CW 656 TWS OF PRJ. MNG'R: 0/6/9 6