N Wireless Tower ssembly Instructions RED THOROUGHLY EFORE SSEMLY ND ERETION Thank you for your purchase of an N Wireless Self Supporting Tower. N Wireless Towers are designed and fabricated to be high-strength, high-quality and well designed pieces of infrastructure equipment, intended to offer many decades of service life. N Wireless Towers are designed and produced in accordance with National Standard NSI/TI- 222-G. Handling, rigging and erecting towers of this type must be assigned to qualified and experienced personnel. It is the full responsibility of the customer / erector to properly assemble and erect N Wireless Towers. ll models of N Wireless Towers utilize a different stacking configuration with the twelve (2) available tapered sections to achieve the required height (20 ft. maximum). Tower sections are numbered from thru 2, with section being the widest section available, and section 2 being the narrowest section available. llowable Design Loading & Foundation Plans Refer to our website to download the llowable Design Loading and required Foundation Drawings for a specific tower at the following URL: www.anwireless.com/tower.html If you are unsure how to interpret these tables, drawings or information, or if you require further site-specific design data, contact us for assistance. Fastener Torque IS does not provide torque specifications as a means to indicate bolt preload. The reason is because the relationship varies greatly depending on bolt length, thread roughness, bolt coating and lubricity. The below estimated torque calculations are only offered as a guide. Due to many variables that affect the torque-tension relationship such as human error, surface texture and lubrication, the only way to determine the correct torque is through experimentation under actual joint and assembly conditions. The recommended torque values are based on factory condition. N Wireless Tower bolts are used in shear, so the concern is that the bolts to not loosen over time. periodic inspection of all bolted connections is recommended. Tightening torque suggested starting values: /8 x race olt, 6 TPI 6 ft. lbs. /2" x -/2 Leg olt, TPI 75-94 ft. lbs.
5 oncrete ase Section ssembly ) Identify the Upper races (shortest length), Lower races (middle length) and Diagonal braces (longest length). Three () of each length are included, and all braces are /8 x -/2 angle. 2) Locate the brace mounting holes as marked on the 5 long oncrete ase Section legs. ) olt the Upper races () and Lower braces () in place with the supplied /2" fasteners. These (6) braces mount to the OUTSIDE of the 5 ase Section legs. Keep the fasteners loose for now. 4) olt the Diagonal races () in place with the supplied /2" fasteners. These () braces mount to the INSIDE of the 5 oncrete ase Section legs, and share the same /2 fasteners used for the Upper races and Lower races. Keep all fasteners loose for now. 5) Ensure the UPPER oncrete ase Section leg face width of each of the () 5 oncrete ase Section legs is within + or - /6 of the bottom face width of the tower section that will mount directly above the 5 oncrete ase Section. These measurements must be taken from the outside leg apex to outside leg apex on all () section faces on both adjoining sections. The LOWER oncrete ase Section leg face width is not critical. 6) Fully tighten all fasteners. 7) With the oncrete ase Section placed in the foundation hole, plumb each 5 oncrete ase Section leg for equal vertical straightness, taking into consideration the taper of the oncrete ase Section legs. djust as necessary. Provide temporary guying or support if necessary. 8) Pour concrete down through the middle of the oncrete ase Section to ensure minimal disturbance of the oncrete ase Section or rebar. 9) The final concrete level must be 9 from the top of each of the 5 oncrete ase Section legs. In other words, 9 of the oncrete ase Section legs must remain exposed above concrete. IF LOTION OF UNDERGROUND UTILITIES IS UNKNOWN, LL EFORE YOU DIG!
Section ssembly & Tower Erection ) Locate all SETION braces for each individual 0 section and group the braces by length. There are three () SETION braces of equal length per section, and eighteen (8) total SETION braces per section. SETION braces are identifiable by a round hole on each end. SETION braces are /8 x -/2 angle. 2) Locate all INTERSETIONL braces for each individual 0 section and group the braces by length. There are three () INTERSETIONL braces of equal length per section. The INTERSETIONL braces cross between two sections to maintain continuity in the overall tower bracing. INTERSETIONL braces are identifiable by an elongated hole on each end. INTERSETIONL braces are /8 x -/2 angle. ) Locate all 0 section legs for each individual section and group these legs by the correct orientation (Top / ottom). There will be three () by legs of equal size & hole pattern per section. The tower legs each have multiple bolt hole patterns consisting 5/8 holes for splice plate connections, /2" holes for braces and 5/8" holes for (optional) step bolts. 4) It is imperative that the installation of the SETION braces and INTERSETIONL braces is done using the proper pattern (inside section / outside section) per the ssembly Drawings. The correct location for the INTERSETIONL braces on all available tower sections is: 5 ase Section Inside of Section Section Section 2 Section 2 Section Section Section 4 Section 4 Section 5 Section 5 Section 6 Section 6 Section 7 Section 7 Section 8 Section 8 Section 9 Section 9 Section 0 Section 0 Section Section Section 2 Outside of Section Inside of Section Outside of Section Inside of Section Outside of Section Inside of Section Outside of Section Inside of Section Outside of Section Inside of Section Outside of Section Note: ll LD Series towers substitute the next-lowest 0 section for the 5 oncrete ase Section.
5) egin installing SETION braces using the supplied /8 bolts, nuts and lock washers. races are installed with two braces sharing one bolt used in single-shear. round file may be useful to clean out holes from excess zinc, though this is a rare occurrence. Keep all bolt heads on the outside of the section, and threads on the inside. Use the ssembly Drawings as a guide for correct SETION brace location and inside / outside orientation. Sections, as well as the entire tower, must be assembled on a level surface to ensure proper section alignment, and to avoid building a bow or arch into the length of the tower. The flat, notched side of the SETION braces must face up towards the top of the tower. Keep all connections finger-tight. 6) Once the SETION braces have been installed on all () faces of the entire tower, begin installing the INTERSETIONL braces using the supplied /8 bolts, nuts and lock washers. round file may be useful to clean out holes from excess zinc, though this is a rare occurrence. Keep all bolt heads on the outside of the section, and threads on the inside. Use the ssembly Drawings as a guide for correct INTERSETIONL brace location and inside / outside orientation. The INTERSETIONL braces share the same fasteners used for the SETION braces. The flat, notched side of the INTERSETIONL braces must face up towards the top of the tower. Keep all connections finger-tight. 7) Use the ssembly Drawings as a guide to achieve the correct section face measurements for the top and bottom of each section. These measurements must be taken from the outside leg apex to outside leg apex on all () section faces on the top and bottom of all sections. fter all SETION and INTERSETIONL bracing has been installed and the top & bottom of each section is checked for the correct face width matching the ssembly Drawings, tighten only the /8 SETION brace bolts, section by section, leaving the INTERSETIONL brace bolts finger-tight. 8) Join the 0 sections using the supplied hardware. Twelve (2) Splice Plates are used at each section joint (4 per leg), with twenty-four (24) /2 x -/2 bolts, nuts and lock washers (8 per leg). Two different widths of Splice Plates are used in our complete 20 ft. tower design. Refer to the ssembly Drawings for correct Splice Plate width and location based on the tower sections used. The Splice Plates mount on both the inside and outside of each tower leg. The 2 wide Splice Plates must be used between the following sections: 5 ase Section Section (or 5 ase) Section 2 Section 2 (or 5 ase) Section Section (or 5 ase) Section 4 The -/4 wide Splice Plates must be used between the following sections: Section 4 (or 5 ase) Section 5 Section 5 (or 5 ase) Section 6 Section 6 (or 5 ase) Section 7 Section 7 (or 5 ase) Section 8 Section 8 (or 5 ase) Section 9 Section 9 (or 5 ase) Section 0 Section 0 (or 5 ase) Section Section (or 5 ase) Section 2
9) Maintain consistent gap between each of the three () legs in each section joint. Shim sections as necessary. 0) fter it has been determined the sections are all straight and the assembled tower is plumb, tighten all of the /8 INTERSETIONL fasteners and all of the /2 leg / Splice Plate fasteners. ) When installing the tower with a crane, avoid using the very top of the tower as a lift point. ssuming an empty tower, generally a good lift point is 2/ of the way up the tower.
Optional Tower ccessories Step olts This option includes /2 diameter stainless steel Step olts for the purpose of ascending and descending the tower more safely. The /2 Step olts are installed in the 5/8" holes provided in each tower leg (6 per leg) on alternating sides of the leg. nother Step olt is installed in one of the Splice Plate holes. Select the correct Splice Plate hole to continue the alternating left / right pattern of the Step olts. ll Step olts use two (2) nuts and (2) lock washers. Fixed-Mount Mast Plates / Rotator Plates / Thrust earing Plates This option includes the selected triangular mounting plate with three () welded plate mounts. The () plate mounts are each bolted into the inside apex of the appropriate tower leg to provide a solid mount for the mounting plate. The mounting plate then bolts to the top of all () plate mounts using the supplied /2 bolts, nuts and lock washers. This plate mounting design offers a maximum open surface area available for use on the plate surface, while allowing the plate to easily enter the section from the outside. In the case of Rotator and Thrust earing plates, a small locating hole is provided in the center of each plate. nti-limb Panels This option includes three () sheets of pre-sheared expanded metal and three () expanded metal corner covers. The expanded sheet is sheared to match the taper of the bottom tower section and cover it on all sides to restrict climbing. Once the three () expanded panels are placed against the tower section, the three () corner covers may then be installed on the outside at each corner and secured in place using the supplied /2" bolts, nuts and lockwashers. Eight (8) fasteners per corner are used to secure the assembly. Wear gloves to protect against sharp edges. Rock / Rooftop Mounts This option includes a set of three () mounts that replace our 5 oncrete ase Section. ecause this is a very custom and site-specific option, no rock anchors or other basemounting hardware is included as standard. Use the supplied /2" bolts, nuts, lock washers and splice plates to fasten the Rock / Rooftop Mounts to the tower legs. Tower Grounding Kit This option includes a set of three () 5/8 ground rods, solid copper wire, lugs, clamps and hardware for connection to each of the tower legs. Use the stainless steel hardware provided to attach the copper ground lugs to the tower legs at the lowest INTERSETIONL brace hole position.
NO. SHEET TITLE REVISION DTE HD-20-K HD20 SSEMLY KEY 2-02-5 NW-S NW-S2 NW-S NW-S4 HD-20 REQUIRED DRWINGS SETION SSEMLY SETION 2 SSEMLY SETION SSEMLY SETION 4 SSEMLY 2-02-5 2-02-5 2-02-5 2-02-5 20'-0" T/TOWER. 2. NW-S5 NW-S6 NW-S7 NW-S8 NW-S9 NW-S0 NW-S NW-S2 HEIGHT (FT.) SETION 5 SSEMLY SETION 6 SSEMLY SETION 7 SSEMLY SETION 8 SSEMLY SETION 9 SSEMLY TOWER DESIGN LODING 90-MPH -SEOND GUST (EXPOSURE, STRUTURE LSS I, TOPOGRPHI TEGORY ) PER NSI/TI-222-G-2-2009, SE/SEI 7-05 ND THE 2009 INTERNTIONL UILDING ODE. 20 SETION 0 SSEMLY SETION SSEMLY SETION 2 SSEMLY NTENN TYPE LINE TYPE aa = 5 sq. ft. NOTES FOR LIMING FILITIES REFER TO N WIRELESS. FOR PPURTENNE INSTLLTION REFER TO N WIRELESS. 2-02-5 2-02-5 2-02-5 2-02-5 2-02-5 2-02-5 2-02-5 2-02-5 () /2"Ø coax SETION SETION 2 SETION SETION 4 SETION 5 SETION 6 SETION 7 SETION 8 SETION 9 SETION 0 SETION SETION 2 0'-0" (REF) HD20 SSEMLY KEY TD TD, TD XXXXX (X OUNTY) HD-20-K /SETION TOWER ELEVTION
KKN-L 0'-0" 4'- 9/2 " OLT SSEMLY. (TYP) SEE MTERIL LIST THIS SHEET PIEE MRK MTERIL LIST QTY. DESRIPTION KKN-DH SPLIE PLTE SEE MTERIL LIST (TYP) SETION KKN-L KKN-D KKN-D KKN-D KKN-DD P L 7" x /4" x 0'-0" L -/2" x -/2" x /8" x 55-/6" L -/2" x -/2" x /8" x 55-5/6" L -/2" x -/2" x /8" x 54-/6" L -/2" x -/2" x /8" x 54-5/6" HORIZONTL RE NEEDED IF SETION IS THE TOP OF TOWER KKN-DF /8 " GP KKN-DE KKN-DF L -/2" x -/2" x /8" x 5-/6" L -/2" x -/2" x /8" x 5-5/6" KKN-DG L -/2" x -/2" x /8" x 54-/4" KKN-DH L -/2 " x -/2" x /8" x 49-/6" KKN-L SE SETION RE OLT OLT SPLIE PLTE 2 24 2 /8" Ø x " OLT SSEMLY /2" Ø x /2" OLT SSEMLY P L 2" x /6" x 0'- 7 /8" SETION (TYP) KKN-DE KKN-DD SETION - SETION -. 2.. NOTES FOR SETION LOTION ND ORIENTTION SEE SSEMLY KEY. LOKWSHERS TO E INSTLLED T LL OLTED ONNETIONS. DESIGN ND FRITION IN ORDNE WITH THE NSI/IS 60-05 STNDRD. DIGONL RE OLT SSEMLY.(TYP) SEE MTERIL LIST THIS SHEET. 4. 5. PPROXIMTE THEORETIL SETION WEIGHT EFORE GLVNIZING = # END RDIUS FOR = /2 " KKN-D 6. STEEL GRDES :S STM 572 GR. 50 :RES STM 6 : OLTS STM 25, TYPE X :RE OLTS SE GRDE 5 :SPLIE PLTES STM 6 7. LL MTERILS SHLL E HOT-DIP GLVNIZED PER STM 2 ND 5 KKN-D DIGONL D-RING 2-02-5 0 02-0-05 REVISED PER LIENT ONSTRUTION (TEP# 000.04) TOWER MNUFTURER : TOWER DESIGNER : KKN-D SETION - KKN-DG SEL: 50 Kuhn Fording Road East erlin, P 76 Office: (77) 259-049 Mobile: (77) 465-059 www.anwtowers.com 26 Tryon Road Raleigh, N 2760 Office: (99) 66-65 Fax: (99) 66-650 www.tepgroup.net JO NO.: 6489_40585 DRWN Y: LS HEKED Y: REG SHEET TITLE : 4'-7 /6 " SETION SSEMLY SETION ELEVTION SHEET NUMER : REVISION: December 2, 205 NW-S
KKN-L2 0'-0" 4'-0" OLT SSEMLY. (TYP) SEE MTERIL LIST THIS SHEET SETION 2 PIEE MRK MTERIL LIST QTY. DESRIPTION HORIZONTL RE NEEDED IF SETION 2 IS THE TOP OF TOWER KKN-D2H KKN-D2F SPLIE PLTE SEE MTERIL LIST (TYP) /8 " GP KKN-L2 KKN-D2 KKN-D2 KKN-D2 KKN-D2D KKN-D2E KKN-D2F P L 6 /4" x /4" x 0'-0" L -/2" x -/2" x /8" x 52-7/6" L -/2" x -/2" x /8" x 5-5/6" L -/2" x -/2" x /8" x 5-7/6" L -/2" x -/2" x /8" x 50-5/6" L -/2" x -/2" x /8" x 50-7/6" L -/2" x -/2" x /8" x 49-5/6" KKN-D2G L -/2" x -/2" x /8" x 5-/4" KKN-D2H L -/2" x -/2" x /8" x 46-/6" SETION (TYP) KKN-L2 KKN-D2E KKN-D2D SETION - SETION SETION -. 2.. RE OLT OLT SPLIE PLTE 2 24 2 /8" Ø x " OLT SSEMLY /2" Ø x /2" OLT SSEMLY P L 2" x /6" x 0'- 7 /8" NOTES FOR SETION LOTION ND ORIENTTION SEE SSEMLY KEY. LOKWSHERS TO E INSTLLED T LL OLTED ONNETIONS. DESIGN ND FRITION IN ORDNE WITH THE NSI/IS 60-05 STNDRD. DIGONL RE OLT SSEMLY.(TYP) SEE MTERIL LIST THIS SHEET. 4. 5. PPROXIMTE THEORETIL SETION WEIGHT EFORE GLVNIZING = 284# END RDIUS FOR = /2 " KKN-D2 6. STEEL GRDES :S STM 572 GR. 50 :RES STM 6 : OLTS STM 25, TYPE X :RE OLTS SE GRDE 5 :SPLIE PLTES STM 6 7. LL MTERILS SHLL E HOT-DIP GLVNIZED PER STM 2 ND 5 DIGONL D-RING KKN-D2 2-02-5 REVISED PER LIENT 0 02-0-05 ONSTRUTION (TEP# 000.04) TOWER MNUFTURER : TOWER DESIGNER : KKN-D2 SETION - KKN-D2G SEL: 50 Kuhn Fording Road East erlin, P 76 Office: (77) 259-049 Mobile: (77) 465-059 www.anwtowers.com 26 Tryon Road Raleigh, N 2760 Office: (99) 66-65 Fax: (99) 66-650 www.tepgroup.net JO NO.: 6489_40585 DRWN Y: LS HEKED Y: REG SHEET TITLE : 4'- 9/2 " SETION 2 SSEMLY SETION 2 ELEVTION SHEET NUMER : REVISION: December 2, 205 NW-S2
KKN-L 0'-0" '-8 2" OLT SSEMLY. (TYP) SEE MTERIL LIST THIS SHEET PIEE MRK MTERIL LIST QTY. DESRIPTION KKN-DH SPLIE PLTE SEE MTERIL LIST (TYP) SETION KKN-L KKN-D KKN-D KKN-D KKN-DD P L 5-/2" x /4" x 0'-0" L -/2" x -/2" x /8" x 49-/6" L -/2" x -/2" x /8" x 48-9/6" L -/2" x -/2" x /8" x 48-/6" L -/2" x -/2" x /8" x 47-9/6" HORIZONTL RE NEEDED IF SETION IS THE TOP OF TOWER KKN-DF /8 " GP KKN-DE KKN-DF KKN-DG L -/2" x -/2" x /8" x 47-/6" L -/2" x -/2" x /8" x 46-9/6" L -/2" x -/2" x /8" x 47-7/8" KKN-DH L -/2" x -/2" x /8" x 42-9/6" KKN-L SETION 2 RE OLT OLT SPLIE PLTE 2 24 2 /8" Ø x " OLT SSEMLY /2" Ø x /2" OLT SSEMLY P L 2" x /6" x 0'- 7 /8" SETION (TYP) KKN-DE SETION - SETION -. 2. NOTES FOR SETION LOTION ND ORIENTTION SEE SSEMLY KEY. LOKWSHERS TO E INSTLLED T LL OLTED ONNETIONS. KKN-DD. DESIGN ND FRITION IN ORDNE WITH THE NSI/IS 60-05 STNDRD. DIGONL RE OLT SSEMLY.(TYP) SEE MTERIL LIST THIS SHEET. 4. 5. PPROXIMTE THEORETIL SETION WEIGHT EFORE GLVNIZING = 256# END RDIUS FOR = /2 " KKN-D 6. STEEL GRDES :S STM 572 GR. 50 :RES STM 6 : OLTS STM 25, TYPE X :RE OLTS SE GRDE 5 :SPLIE PLTES STM 6 7. LL MTERILS SHLL E HOT-DIP GLVNIZED PER STM 2 ND 5 DIGONL D-RING KKN-D 2-02-5 REVISED PER LIENT 0 02-0-05 ONSTRUTION (TEP# 000.04) TOWER MNUFTURER : TOWER DESIGNER : KKN-D SETION - KKN-DG SEL: 50 Kuhn Fording Road East erlin, P 76 Office: (77) 259-049 Mobile: (77) 465-059 www.anwtowers.com 26 Tryon Road Raleigh, N 2760 Office: (99) 66-65 Fax: (99) 66-650 www.tepgroup.net JO NO.: 6489_40585 DRWN Y: LS HEKED Y: REG 4'-0" SHEET TITLE : SETION SSEMLY SETION ELEVTION SHEET NUMER : REVISION: December 2, 205 NW-S
KKN-L4 0'-0" OLT SSEMLY. (TYP) SEE MTERIL LIST THIS SHEET MTERIL LIST '-4 6" SPLIE PLTE SEE MTERIL LIST (TYP) SETION 4 PIEE MRK KKN-L4 KKN-D4 KKN-D4 KKN-D4 QTY. DESRIPTION P L 5" x /4" x 0'-0" L -/2" x -/2" x /8" x 46" L -/2" x -/2" x /8" x 45-/2" L -/2" x -/2" x /8" x 44-5/6" HORIZONTL RE NEEDED IF SETION 4 IS THE TOP OF TOWER KKN-D4H KKN-D4F SETION /8 " GP KKN-D4D KKN-D4E KKN-D4F KKN-D4G RE OLT OLT 2 24 L -/2" x -/2" x /8" x 44-/2" L -/2" x -/2" x /8" x 44" L -/2" x -/2" x /8" x 4-/2" L -/2" x -/2" x /8" x 44-/8" KKN-D4H L -/2" x -/2" x /8" x 8-5/6" /8" Ø x " OLT SSEMLY /2" Ø x /2" OLT SSEMLY SETION (TYP) KKN-D4E SPLIE PLTE 2 P L 2" x /6" x 0'-7 /8" NOTES SETION - SETION -. 2. FOR SETION LOTION ND ORIENTTION SEE SSEMLY KEY. LOKWSHERS TO E INSTLLED T LL OLTED ONNETIONS. KKN-D4D DIGONL RE OLT SSEMLY.(TYP) SEE MTERIL LIST THIS SHEET.. 4. 5. DESIGN ND FRITION IN ORDNE WITH THE NSI/IS 60-05 STNDRD. PPROXIMTE THEORETIL SETION WEIGHT EFORE GLVNIZING = 25# END RDIUS FOR = /2 " KKN-L4 6. STEEL GRDES :S STM 572 GR. 50 :RES STM 6 : OLTS STM 25, TYPE X :RE OLTS SE GRDE 5 :SPLIE PLTES STM 6 KKN-D4 7. LL MTERILS SHLL E HOT-DIP GLVNIZED PER STM 2 ND 5 DIGONL D-RING KKN-D4 2-02-5 0 02-0-05 REVISED PER LIENT ONSTRUTION (TEP# 000.04) TOWER MNUFTURER : TOWER DESIGNER : SETION - KKN-D4 KKN-D4G SEL: JO NO.: 50 Kuhn Fording Road East erlin, P 76 Office: (77) 259-049 Mobile: (77) 465-059 www.anwtowers.com 6489_40585 DRWN Y: LS 26 Tryon Road Raleigh, N 2760 Office: (99) 66-65 Fax: (99) 66-650 www.tepgroup.net HEKED Y: REG SHEET TITLE : '-8 2" SETION 4 SSEMLY SETION 4 ELEVTION SHEET NUMER : REVISION: December 2, 205 NW-S4
KKN-L5 0'-0" OLT SSEMLY. (TYP) SEE MTERIL LIST THIS SHEET PIEE MRK MTERIL LIST QTY. DESRIPTION '- 6" SPLIE PLTE SEE MTERIL LIST (TYP) SETION 5 KKN-L5 KKN-D5 KKN-D5 KKN-D5 P L 5" x /4" x 0'-0" L -/2" x -/2" x /8" x 42-/4" L -/2" x -/2" x /8" x 42-5/6" L -/2" x -/2" x /8" x 4-/6" KKN-D5H /8 " GP KKN-D5D KKN-D5E KKN-D5F L -/2" x -/2" x /8" x 4-/8" L -/2" x -/2" x /8" x 40-7/8" L -/2" x -/2" x /8" x 40-/8" HORIZONTL RE NEEDED IF SETION 5 IS THE TOP OF TOWER KKN-D5F SETION 4 KKN-D5G L -/2" x -/2" x /8" x 4" KKN-D5H L -/2" x -/2" x /8" x 5-/6" RE OLT 2 /8" Ø x " OLT SSEMLY OLT 24 /2" Ø x /2" OLT SSEMLY SPLIE PLTE 2 P L /4" x /6" x 0'-7 /8" SETION (TYP) KKN-D5E SETION - SETION -. 2. NOTES FOR SETION LOTION ND ORIENTTION SEE SSEMLY KEY. LOKWSHERS TO E INSTLLED T LL OLTED ONNETIONS. KKN-D5D DIGONL RE OLT SSEMLY.(TYP) SEE MTERIL LIST THIS SHEET.. 4. 5. DESIGN ND FRITION IN ORDNE WITH THE NSI/IS 60-05 STNDRD. PPROXIMTE THEORETIL SETION WEIGHT EFORE GLVNIZING = 227# END RDIUS FOR = /2 " KKN-L5 KKN-D5 6. 7. STEEL GRDES :S STM 572 GR. 50 :RES STM 6 : OLTS STM 25, TYPE X :RE OLTS SE GRDE 5 :SPLIE PLTES STM 6 LL MTERILS SHLL E HOT-DIP GLVNIZED PER STM 2 ND 5 DIGONL D-RING KKN-D5 2-02-5 REVISED PER LIENT 0 02-0-05 ONSTRUTION (TEP# 000.04) TOWER MNUFTURER : TOWER DESIGNER : SETION - KKN-D5 SEL: 50 Kuhn Fording Road East erlin, P 76 Office: (77) 259-049 Mobile: (77) 465-059 www.anwtowers.com 26 Tryon Road Raleigh, N 2760 Office: (99) 66-65 Fax: (99) 66-650 www.tepgroup.net KKN-D5G JO NO.: 6489_40585 DRWN Y: LS HEKED Y: REG SHEET TITLE : '-4 6" SETION 5 SSEMLY SETION 5 ELEVTION SHEET NUMER : REVISION: December 2, 205 NW-S5
KKN-L6 0'-0" 2'-9 9 2" OLT SSEMLY. (TYP) SEE MTERIL LIST THIS SHEET SPLIE PLTE SEE MTERIL LIST (TYP) SETION 6 /8 " GP PIEE MRK KKN-L6 KKN-D6 KKN-D6 KKN-D6 MTERIL LIST QTY. DESRIPTION P L 5" x /4" x 0'-0" L -/2" x -/2" x /8" x 9-9/6" L -/2" x -/2" x /8" x 9-/4" L -/2" x -/2" x /8" x 8-/6" KKN-D6H KKN-D6D KKN-D6E L -/2" x -/2" x /8" x 8-/6" L -/2" x -/2" x /8" x 7-/6" HORIZONTL RE NEEDED IF SETION 6 IS THE TOP OF TOWER KKN-D6F KKN-D6F KKN-D6G L -/2" x -/2" x /8" x 7-/4" KKN-D6H L -/2" x -/2" x /8" x 2-/8" RE OLT 2 L -/2" x -/2" x /8" x 7-/4" /8" Ø x " OLT SSEMLY SETION (TYP) KKN-D6E SETION 5 OLT SPLIE PLTE 24 2 /2" Ø x /2" OLT SSEMLY P L /4" x /6" x 0'-7 /8" NOTES SETION - SETION -. 2. FOR SETION LOTION ND ORIENTTION SEE SSEMLY KEY. LOKWSHERS TO E INSTLLED T LL OLTED ONNETIONS. KKN-D6D DIGONL RE OLT SSEMLY.(TYP) SEE MTERIL LIST THIS SHEET.. 4. 5. DESIGN ND FRITION IN ORDNE WITH THE NSI/IS 60-05 STNDRD. PPROXIMTE THEORETIL SETION WEIGHT EFORE GLVNIZING = 220# END RDIUS FOR = /2 " KKN-L6 KKN-D6 6. STEEL GRDES :S STM 572 GR. 50 :RES STM 6 : OLTS STM 25, TYPE X :RE OLTS SE GRDE 5 :SPLIE PLTES STM 6 7. LL MTERILS SHLL E HOT-DIP GLVNIZED PER STM 2 ND 5 DIGONL D-RING KKN-D6 2-02-5 0 02-0-05 REVISED PER LIENT ONSTRUTION (TEP# 000.04) TOWER MNUFTURER : TOWER DESIGNER : SETION - KKN-D6 KKN-D6G SEL: JO NO.: 50 Kuhn Fording Road East erlin, P 76 Office: (77) 259-049 Mobile: (77) 465-059 www.anwtowers.com 6489_40585 DRWN Y: LS 26 Tryon Road Raleigh, N 2760 Office: (99) 66-65 Fax: (99) 66-650 www.tepgroup.net HEKED Y: REG SHEET TITLE : '- 6" SETION 6 SSEMLY SETION 6 ELEVTION SHEET NUMER : REVISION: December 2, 205 NW-S6
0'-0" OLT SSEMLY. (TYP) SEE MTERIL LIST THIS SHEET PIEE MRK MTERIL LIST QTY. DESRIPTION 2'-6" SPLIE PLTE SEE MTERIL LIST (TYP) SETION 7 KKN-L7 KKN-D7 KKN-D7 KKN-D7 KKN-D7D P L 5" x /6" x 0'-0" L -/2" x -/2" x /8" x 6-/2" L -/2" x -/2" x /8" x 6-/6" L -/2" x -/2" x /8" x 5-9/6" L -/2" x -/2" x /8" x 5-/8" KKN-D7H KKN-D7E L -/2" x -/2" x /8" x 4-5/8" KKN-D7F L -/2" x -/2" x /8" x 4-/4" HORIZONTL RE NEEDED IF SETION 7 IS THE TOP OF TOWER KKN-D7F SETION 6 /8 " GP KKN-D7G L -/2" x -/2" x /8" x 4-/4" KKN-D7H L -/2" x -/2" x /8" x 28-/4" RE OLT 2 /8" Ø x " OLT SSEMLY OLT 24 /2" Ø x -/2" OLT SSEMLY SPLIE PLTE 2 P L /4" x /6" x 0'-7 /8" SETION (TYP) KKN-D7E SETION - SETION -. 2. NOTES FOR SETION LOTION ND ORIENTTION SEE SSEMLY KEY. LOKWSHERS TO E INSTLLED T LL OLTED ONNETIONS. KKN-L7 KKN-D7D KKN-D7 KKN-L7 DIGONL RE OLT SSEMLY.(TYP) SEE MTERIL LIST THIS SHEET.. 4. 5. 6. 7. DESIGN ND FRITION IN ORDNE WITH THE NSI/IS 60-05 STNDRD. PPROXIMTE THEORETIL SETION WEIGHT EFORE GLVNIZING = 80# END RDIUS FOR = /2 " STEEL GRDES :S STM 572 GR. 50 :RES STM 6 : OLTS STM 25, TYPE X :RE OLTS SE GRDE 5 :SPLIE PLTES STM 6 LL MTERILS SHLL E HOT-DIP GLVNIZED PER STM 2 ND 5 DIGONL D-RING KKN-D7 2-02-5 REVISED PER LIENT 0 02-0-05 ONSTRUTION (TEP# 000.04) TOWER MNUFTURER : TOWER DESIGNER : SETION - KKN-D7 KKN-D7G SEL: JO NO.: 50 Kuhn Fording Road East erlin, P 76 Office: (77) 259-049 Mobile: (77) 465-059 www.anwtowers.com 6489_40585 DRWN Y: LS 26 Tryon Road Raleigh, N 2760 Office: (99) 66-65 Fax: (99) 66-650 www.tepgroup.net HEKED Y: REG SHEET TITLE : 2'-9 9 2" SETION 7 SSEMLY SETION 7 ELEVTION SHEET NUMER : REVISION: December 2, 205 NW-S7
KKN-L8 0'-0" OLT SSEMLY. (TYP) SEE MTERIL LIST THIS SHEET PIEE MRK MTERIL LIST QTY. DESRIPTION 2'-2 2" KKN-D8H SPLIE PLTE SEE MTERIL LIST (TYP) SETION 8 /8 " GP KKN-L8 KKN-D8 KKN-D8 KKN-D8 KKN-D8D KKN-D8E P L 5" x /6" x 0'-0" L -/2" x -/2" x /8" x -7/6" L -/2" x -/2" x /8" x -/6" L -/2" x -/2" x /8" x 2-9/6" L -/2" x -/2" x /8" x 2-/8" L -/2" x -/2" x /8" x -/4" HORIZONTL RE NEEDED IF SETION 8 IS THE TOP OF TOWER KKN-D8F SETION 7 KKN-D8F KKN-D8G L -/2" x -/2" x /8" x " KKN-D8H L -/2" x -/2" x /8" x 24-5/6" RE OLT 2 L -/2" x -/2" x /8" x -5/6" /8" Ø x " OLT SSEMLY OLT 24 /2" Ø x /2" OLT SSEMLY SETION (TYP) KKN-D8E SPLIE PLTE 2 P L /4" x /6" x 0'-7 /8" NOTES SETION - SETION -. 2. FOR SETION LOTION ND ORIENTTION SEE SSEMLY KEY. LOKWSHERS TO E INSTLLED T LL OLTED ONNETIONS. KKN-L8 KKN-D8D DIGONL RE OLT SSEMLY.(TYP) SEE MTERIL LIST THIS SHEET.. 4. 5. 6. DESIGN ND FRITION IN ORDNE WITH THE NSI/IS 60-05 STNDRD. PPROXIMTE THEORETIL SETION WEIGHT EFORE GLVNIZING = 72# END RDIUS FOR = /2 " STEEL GRDES :S STM 572 GR. 50 :RES STM 6 : OLTS STM 25, TYPE X :RE OLTS SE GRDE 5 :SPLIE PLTES STM 6 KKN-D8 7. LL MTERILS SHLL E HOT-DIP GLVNIZED PER STM 2 ND 5 DIGONL D-RING KKN-D8 2-02-5 REVISED PER LIENT 0 02-0-05 ONSTRUTION (TEP# 000.04) TOWER MNUFTURER : TOWER DESIGNER : SETION - KKN-D8 KKN-D8G SEL: JO NO.: 50 Kuhn Fording Road East erlin, P 76 Office: (77) 259-049 Mobile: (77) 465-059 www.anwtowers.com 6489_40585 DRWN Y: LS 26 Tryon Road Raleigh, N 2760 Office: (99) 66-65 Fax: (99) 66-650 www.tepgroup.net HEKED Y: REG SHEET TITLE : 2'-6" SETION 8 SSEMLY SETION 8 ELEVTION SHEET NUMER : REVISION: December 2, 205 NW-S8
KKN-L9 0'-0" OLT SSEMLY. (TYP) SEE MTERIL LIST THIS SHEET MTERIL LIST '-0 6" SPLIE PLTE SEE MTERIL LIST (TYP) SETION 9 PIEE MRK KKN-L9 KKN-D9 KKN-D9 KKN-D9 QTY. DESRIPTION P L 5" x /6" x 0'-0" L -/2" x -/2" x /8" x 0-9/6" L -/2" x -/2" x /8" x 0-/8" L -/2" x -/2" x /8" x 29-7/8" KKN-D9H /8 " GP KKN-D9D KKN-D9E KKN-D9F L -/2" x -/2" x /8" x 29-5/6" L -/2" x -/2" x /8" x 28-5/6" L -/2" x -/2" x /8" x 28-/2" KKN-D9F KKN-D9G L -/2" x -/2" x /8" x 27-7/8" HORIZONTL RE NEEDED IF SETION 9 IS THE TOP OF TOWER SETION 8 KKN-D9H L -/2" x -/2" x /8" x 2-5/6" RE OLT 2 /8" Ø x " OLT SSEMLY OLT 24 /2" Ø x /2" OLT SSEMLY SPLIE PLTE 2 P L /4" x /6" x 0'-7 /8" SETION (TYP) KKN-D9E SETION - SETION -. 2. NOTES FOR SETION LOTION ND ORIENTTION SEE SSEMLY KEY. LOKWSHERS TO E INSTLLED T LL OLTED ONNETIONS.. DESIGN ND FRITION IN ORDNE WITH THE NSI/IS 60-05 STNDRD. KKN-D9D DIGONL RE OLT SSEMLY.(TYP) SEE MTERIL LIST THIS SHEET. 4. 5. PPROXIMTE THEORETIL SETION WEIGHT EFORE GLVNIZING = 65# END RDIUS FOR = /2 " KKN-L9 KKN-D9 6. 7. STEEL GRDES :S STM 572 GR. 50 :RES STM 6 : OLTS STM 25, TYPE X :RE OLTS SE GRDE 5 :SPLIE PLTES STM 6 LL MTERILS SHLL E HOT-DIP GLVNIZED PER STM 2 ND 5 DIGONL D-RING KKN-D9 2-02-5 REVISED PER LIENT 0 02-0-05 ONSTRUTION (TEP# 000.04) TOWER MNUFTURER : TOWER DESIGNER : KKN-D9 KKN-D9G SETION - SEL: 50 Kuhn Fording Road East erlin, P 76 Office: (77) 259-049 Mobile: (77) 465-059 www.anwtowers.com 26 Tryon Road Raleigh, N 2760 Office: (99) 66-65 Fax: (99) 66-650 www.tepgroup.net JO NO.: 6489_40585 DRWN Y: LS HEKED Y: REG SHEET TITLE : 2'-2 2" SETION 9 SSEMLY SETION 9 ELEVTION SHEET NUMER : REVISION: December 2, 205 NW-S9
0'-0" '-7 6" OLT SSEMLY. (TYP) SEE MTERIL LIST THIS SHEET SETION 0 PIEE MRK MTERIL LIST QTY. DESRIPTION KKN-D0H SPLIE PLTE SEE MTERIL LIST (TYP) KKN-L0 KKN-D0 KKN-D0 KKN-D0 KKN-D0D KKN-D0E RE OLT OLT SPLIE PLTE 2 24 2 P L 5" x /6" x 0'-0" KKN-D0F L -/2" x -/2" x /8" x 26" HORIZONTL RE NEEDED IF SETION 0 KKN-D0G L -/2" x -/2" x /8" x 24-/4" IS THE TOP OF TOWER KKN-D0H L -/2" x -/2" x /8" x 7-/6" SETION 9 /8 " GP L -/2" x -/2" x /8" x 27-/6" L -/2" x -/2" x /8" x 27-/2" L -/2" x -/2" x /8" x 27-/8" L -/2" x -/2" x /8" x 26-/6" L -/2" x -/2" x /8" x 26-/8" /8" Ø x " OLT SSEMLY /2" Ø x /2" OLT SSEMLY P L /4" x /6" x 0'-7 /8" SETION (TYP) SETION - SETION -. 2. NOTES FOR SETION LOTION ND ORIENTTION SEE SSEMLY KEY. LOKWSHERS TO E INSTLLED T LL OLTED ONNETIONS. KKN-L0 KKN-D0D KKN-D0 KKN-L0 DIGONL RE OLT SSEMLY.(TYP) SEE MTERIL LIST THIS SHEET.. 4. 5. 6. DESIGN ND FRITION IN ORDNE WITH THE NSI/IS 60-05 STNDRD. PPROXIMTE THEORETIL SETION WEIGHT EFORE GLVNIZING = 58# END RDIUS FOR = /2 " STEEL GRDES :S STM 572 GR. 50 :RES STM 6 : OLTS STM 25, TYPE X :RE OLTS SE GRDE 5 :SPLIE PLTES STM 6 7. LL MTERILS SHLL E HOT-DIP GLVNIZED PER STM 2 ND 5 DIGONL D-RING KKN-D0 2-02-5 REVISED PER LIENT 0 02-0-05 ONSTRUTION (TEP# 000.04) TOWER MNUFTURER : TOWER DESIGNER : SETION - KKN-D0 KKN-D0G SEL: JO NO.: 50 Kuhn Fording Road East erlin, P 76 Office: (77) 259-049 Mobile: (77) 465-059 www.anwtowers.com 6489_40585 DRWN Y: LS 26 Tryon Road Raleigh, N 2760 Office: (99) 66-65 Fax: (99) 66-650 www.tepgroup.net HEKED Y: REG SHEET TITLE : '-0 6" SETION 0 SSEMLY SETION 0 ELEVTION SHEET NUMER : REVISION: December 2, 205 NW-S0
0'-0" OLT SSEMLY. (TYP) SEE MTERIL LIST THIS SHEET MTERIL LIST '- 9 2" KKN-DH SPLIE PLTE SEE MTERIL LIST (TYP) SETION PIEE MRK KKN-L KKN-D KKN-D KKN-D KKN-DD QTY. DESRIPTION P L 5" x /6" x 0'-0" L -/2" x -/2" x /8" x 25-/8" L -/2" x -/2" x /8" x 25-/6" L -/2" x -/2" x /8" x 24-/4" L -/2" x -/2" x /8" x 24-/8" /8 " GP KKN-DE KKN-DF L -/2" x -/2" x /8" x 24-/6" L -/2" x -/2" x /8" x 2-/4" HORIZONTL RE NEEDED IF SETION IS THE TOP OF TOWER KKN-DF SETION 0 KKN-DG KKN-DH L -/2" x -/2" x /8" x 2-5/8" L -/2" x -/2" x /8" x 4-/6" RE OLT OLT 2 24 /8" Ø x " OLT SSEMLY /2" Ø x /2" OLT SSEMLY SPLIE PLTE 2 P L /4" x /6" x 0'-7 /8" SETION (TYP) KKN-DE SETION - SETION -. 2. NOTES FOR SETION LOTION ND ORIENTTION SEE SSEMLY KEY. LOKWSHERS TO E INSTLLED T LL OLTED ONNETIONS. KKN-DD. DESIGN ND FRITION IN ORDNE WITH THE NSI/IS 60-05 STNDRD. DIGONL RE OLT SSEMLY.(TYP) SEE MTERIL LIST THIS SHEET. 4. 5. PPROXIMTE THEORETIL SETION WEIGHT EFORE GLVNIZING = 52# END RDIUS FOR = /2 " KKN-D 6. 7. STEEL GRDES :S STM 572 GR. 50 :RES STM 6 : OLTS STM 25, TYPE X :RE OLTS SE GRDE 5 :SPLIE PLTES STM 6 LL MTERILS SHLL E HOT-DIP GLVNIZED PER STM 2 ND 5 KKN-L KKN-D KKN-L 2-02-5 REVISED PER LIENT DIGONL D-RING 0 02-0-05 ONSTRUTION (TEP# 000.04) TOWER MNUFTURER : TOWER DESIGNER : SETION - KKN-D KKN-DG SEL: 50 Kuhn Fording Road East erlin, P 76 Office: (77) 259-049 Mobile: (77) 465-059 www.anwtowers.com 26 Tryon Road Raleigh, N 2760 Office: (99) 66-65 Fax: (99) 66-650 www.tepgroup.net JO NO.: 6489_40585 DRWN Y: LS HEKED Y: REG SHEET TITLE : '-7 6" SETION SSEMLY SETION ELEVTION SHEET NUMER : REVISION: December 2, 205 NW-S
0'-0" KKN-D2H '-0" OLT SSEMLY. (TYP) SEE MTERIL LIST THIS SHEET SPLIE PLTE SEE MTERIL LIST (TYP) SETION 2 /8 " GP PIEE MRK KKN-L2 KKN-D2 KKN-D2 KKN-D2 MTERIL LIST QTY. DESRIPTION P L 5" x /6" x 0'-0" L -/2" x -/2" x /8" x 2-/6" L -/2" x -/2" x /8" x 22-5/6" L -/2" x -/2" x /8" x 22-5/8" KKN-D2D L -/2" x -/2" x /8" x 22-/8" KKN-D2E L -/2" x -/2" x /8" x 22-/8" KKN-D2F KKN-D2F KKN-D2G RE OLT 24 L -/2" x -/2" x /8" x 2-7/8" L -/2" x -/2" x /8" x 8-7/8" KKN-D2H L -/2" x -/2" x /8" x 0-/2" /8" Ø x " OLT SSEMLY SETION OLT SPLIE PLTE 24 2 /2" Ø x -/2" OLT SSEMLY P L -/4" x /6" x 0'-7 /8" SETION (TYP) KKN-L2 KKN-D2E KKN-D2D KKN-D2 KKN-L2 SETION - DIGONL RE OLT SSEMLY.(TYP) SEE MTERIL LIST THIS SHEET. SETION -. 2.. 4. 5. 6. NOTES FOR SETION LOTION ND ORIENTTION SEE SSEMLY KEY. LOKWSHERS TO E INSTLLED T LL OLTED ONNETIONS. DESIGN ND FRITION IN ORDNE WITH THE NSI/IS 60-05 STNDRD. PPROXIMTE THEORETIL SETION WEIGHT EFORE GLVNIZING = 46# END RDIUS FOR = /2 " STEEL GRDES :S STM 572 GR. 50 :RES STM 6 : OLTS STM 25, TYPE X :RE OLTS SE GRDE 5 :SPLIE PLTES STM 6 7. LL MTERILS SHLL E HOT-DIP GLVNIZED PER STM 2 ND 5 DIGONL D-RING KKN-D2 2-02-5 REVISED PER LIENT 0 02-0-05 ONSTRUTION (TEP# 000.04) TOWER MNUFTURER : TOWER DESIGNER : SETION - KKN-D2 KKN-D2G SEL: 50 Kuhn Fording Road East erlin, P 76 Office: (77) 259-049 Mobile: (77) 465-059 www.anwtowers.com 26 Tryon Road Raleigh, N 2760 Office: (99) 66-65 Fax: (99) 66-650 www.tepgroup.net JO NO.: 6489_40585 DRWN Y: LS HEKED Y: REG SHEET TITLE : '- 9 2" SETION 2 SSEMLY SETION 2 ELEVTION SHEET NUMER : REVISION: December 2, 205 NW-S2
oncrete ase Section
oncrete ase Section
oncrete ase Section
Section ssembly
Section ssembly
Splice Plate Leg onnection
Tower Installation
Tower Installation
Step olts
Plate Mounts ()
Fixed-Mount Mast Plate
Thrust earing Plate
Rotator / Thrust earing Plates
Rotator / Thrust earing Plates
nti-limb Panels
Rock / Rooftop Mounts
Tower Grounding Kit