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8616_SITE PLAN 591 NORTH WEST ST.�iie flan 5GI N64k �t-�SE. I BAY STATE DESIGN July 23, 2009 Steve Watkins Site Acquisition Manager Maxton Technology Inc. p -t 241 Boston Post Road West M Marlboro, MA 01752 �- = n: o Reference: Pocket Communications �. U � SPMA0019A 591 North West Street o n Agawam, MA 01030 160' Self -Support Tower Dear Mr. Watkins: Bay State Design, Inc. has performed a structural analysis for the proposed installation of Pocket Communications wireless equipment on the above referenced self support tower. This analysis accounts for the proposed loading of the following: • (3) APXV 18-2O6517S-C -ACU antennas flush mounted to the legs of the tower at an elevation of 135'-0". • (6) lines of 1 5/8" coax cables mounted to a proposed cable ladder to an elevation of 135'-0". Based on the field survey report and the attached structural calculations completed for this site, it is concluded that the existing tower is capable of supporting the proposed loads. A 5% overstress is allowed in the existing structural members to account for program variances. Since the tower is stressed to acceptable stress limits, it is reasonable to assume that the tower foundation is adequate. Please feel free to contact this office if u have any questions. Sincere Yours, �Py�N OF MgsSq� o`er RAMASpSTRY i SpTygpRASA4 y" Ram ty rasad, P.E. ��AL����,� Bay State Design, Inc. Bay State Design, Inc. 70 Tower Office Park, Woburn, MA 01810 TEL: (781) 932-2467 FAX: (781) 932-771 Architects Engineers SYMBOL LIST M � Kr SIZE MARK; SIZE R y° N MATERIAL STRENGTH m t.GRADE F� Fu GRADEFu '.. a!, �...._. eo,pft `A53e-35 ;35k5i @3ksi IA9s... 36ksj ............. .5.�- ..._. �I U TOWER DESIGN NOTES 1. Tower is located in Hampden County, Massachusetts. x I 2. Tower designed for a 80 mph basic wind in accordance with the TWEIA-222-F Standard. 3. Tower is also designed for a 69 mph basic wind with 0.50 in ice. 4. Deflections are based upon a 60 mph wind. qR 5. TOWER RATING. 101.1% '¢ z MAX. CORNER REACTIONS AT BASE, 40.0 ft " DOWN: 1692121b UPLIFT:-1337691b J It SHEAR. 234521b Q o AXIAL �', 441001b Q- sHft MOMENT 3327216 Ib ff 37561 Ib_ 1 zq.o� TORQUE 25748 lb -it 69 mph WINO - 0.WW in ICE AXIAL a' 292381b MOMENT SHEAR 32462451b-ti 369371b N cT- TORQUE 26793 lb-ft REACTIONS - 80 mph WIND 2' 2' a �! w U' Bay State Design 241 Boston Post Road West Marlborough, MA 01752 Phone: (508) 229-4100 FAX 508 485-5321 : SPMA0019A "W:160ftseffsu �n Tower cA!a* Pocket Communications Drawn by. kw Appd coca: TIAIEIA-222-F o"e: 07/23/09 scale: NTS Pam: „, .RAT owg "M E-1 -BS Job SPMA0019A Page 1 of 29 Bay State Design 241 Boston Post Road West Project 160 ft Self Supporting Tower Date 15:26:45 07/23/09 Marlborough, MA 01752 Client Designed by Phone: (508) 229-4100 FAX., (508) 485-532I Pocket Communications kw The main tower is a 3x free standing tower with an overall height of 160.00 ft above the ground line. The base of the tower is set at an elevation of 0.00 ft above the ground line. The face width of the tower is 6.59 ft at the top and 24.86 ft at the base. This tower is designed using the TIA/EIA-222-F standard. The following design criteria apply: Tower is located in Hampden County, Massachusetts. Basic wind speed of 80 mph. Nominal ice thickness of 0.5000 in. Ice density of 56 pcf. A wind speed of 69 mph is used in combination with ice. Temperature drop of 60 OF. Deflections calculated using a wind speed of 60 mph. A non -linear {P-delta} analysis was used. Pressures are calculated at each section. Stress ratio used in tower member design is 1.333. Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not considered. Consider Moments - Legs Consider Moments - Horizontals Consider Moments - Diagonals Use Moment Magnification Use Code Stress Ratios Use Code Safety Factors - Guys Escalate Ice Always Use Max Kz Use Special Wind Profile include Bolts In Member Capacity Leg Bolts Are At Top Of Section Secondary Horizontal Braces Leg Use Diamond Inner Bracing {4 Sided} Add IBC _6D+W Combination Distribute Leg Loads As Uniform Assume Legs Pinned Assume Rigid Index Plate Use Clear Spans For Wind Area Use Clear Spans For KL/r Retension Guys To Initial Tension Bypass Mast Stability Checks Use Azimuth Dish Coefficients Project Wind Area of Appurt. Autocaic Torque Arm Areas SR Members Have Cut Ends Sort Capacity Reports By Component Triangulate Diamond Inner Bracing -4 Treat Feedline Bundles As Cylinder Use ASCE 10 X-Brace Ly Rules 4 Calculate Redundant Bracing Forces J Ignore Redundant Members in FEA SR Leg Bolts Resist Compression All Leg Panels Have Same Allowable Offset Girt At Foundation J Consider Feedline Torque Include An a Block Shear Check Include Shear -Torsion Interaction Always Use Sub -Critical Flow 4 Use Top Mounted Sockets -HS Job SPMA0019A Page 2 of 29 Bray State Design 241 Boston Post Road West Project 160 ft Self Supporting Tower Date 15:26:45 07/23/09 Marlborough, MA 01752 Client Designed by Phone: (508) 229-4100 (508) 485-5321 Pocket Communications kwFAX., Wind 180 Leg A Wind 90 11 Ib dm k � Leg C Leg B Face C Wind Normal Man gu arTower Tower Tower Assembly Description Section Number Section section Elevation Database Width of Length Sections ft ft A T 1 160.00-140.00 6.59 1 20.00 T2 140.00-120.00 6.59 1 20.00 T3 120.00-106.67 9.20 1 13.33 T4 106.67-100.00 10.94 1 6.67 T5 100.00-80.00 11.81 1 20.00 T6 80.00-60.00 14.42 1 20,00 T7 6000-40,00 17.03 1 20.00 T8 40.00-20.00 19.64 1 20.00 T9 20.00-0.00 22.25 1 20.00 Tower Tower Diagonal Bracing Has Has Top Girt Bottom Girt section Elevation spacing Type K Brace Horizontals offset Offset End t t Panels in in TI 160.00-I40.00 4.00 XBrace No No 0.0000 0.0000 T2 140.00-120.00 5.00 X Brace No No 0.0000 0.0000 T3 120.00-106.67 6.67 X Brace No No 0.0000 0.0000 T4 106.67-100.00 6.67 X Brace No No 0.0000 0.0000 T5 100.00-80.00 6.67 X Brace No No 0.0000 HMO T6 80.00-60.00 6.67 X Brace No No 0.0000 0.0000 BS Job SPMA0O19A Page 3 of 29 Bay State Design 241 Boston Post Road West Project 160 ft Self Supporting Tower Date 15:26:45 07/23/09 Marlborough, AM 01752 Client Designed by Phone: (508) 229-4100 FAX: (508) 485-5321 Pocket Communications kw Tower Tower Diagonal Bracing Has Has Top Girt Bottom Girt Section Elevation Spacing Type K Brace Horizontals Offset Offset End t fit Panels in in T7 60.00-40.00 10.00 X Brace No No 0.0000 0.0000 T8 40.00-20.00 10.00 X Brace No No 0.0000 0.0000 T9 20.00-0.00 10.00 X Brace No No 0.0000 0.0000 Tower leg Leg Leg Diagonal Diagonal Diagonal Elevation Type Size Grade Type Size Grade TI 160.00-140.00 Pipe P2.5x.203 A53-B-35 Single Angle Ll 314x1 3/4xl/4 A36 (35 ksi) (36 ksi) T2140.00-120.00 Pipe P2.5x.203 A53-B-35 Single Angle L2x2xl/4 A36 (35 ksi) (36 ksi) T3 120.00-106.67 Pipe P3x.3 A53-B-35 Single Angle L2 1/2x2 1/2x114 A36 (35 ksi) (36 ksi) T4 106.67-100.00 Pipe P3x.3 A53-B-35 Single Angle L2 I/2x2 1/2x1/4 A36 (35 ksi) (36 ksi) TS 100.00-80,00 Pipe P4x.237 A53-B-35 Single Angle L2 1/2x2 1/2xl/4 A36 (35 ksi) (36 ksi) T6 80.00-60.00 Pipe P5x.375 A53-B-35 Single Angle L3x3xl/4 A36 (35 ksi) (36 ksi) T7 60.00-40.00 Pipe P6x.432 A53-B-35 Single Angle L3 1/2x3 112x1/4 A36 (35 ksi) (36 ksi) T8 40.00-20.00 Pipe P6x.432 A53-B-35 Single Angle L3 112x3 1/2x1/4 A36 (35 ksi) (36 ksi) T9 20.00-0.00 Pipe P6x.432 A53-B-35 Single Angle L4x4x1/4 A36 (35 ksi). (36 ksi) Tower Top Girt Top Girt Top Girt Bottom Girt Bottom Girt Bottom Girt Elevation Type Size Grade Type Size Grade T3 120.00-106.67 Single Angle L2-1/2x2 1/2x1/4 A36 Single Angle A36 _ (36 ksi) (36 ksi) T4 106.67-100.00 Single Angle L3x3x5/l6 A36 Single Angle A36 (36 ksi) (36 ksi) Tower Gusset Gusset Gusset Grade Adjust. Factor Adjust. Weight Mult. Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt (perface) A, Spacing Spacing Diagonals Horizontals Lt2 to in in T1 0.00 - 0.0000 A36 1 1 1.05 36.0000 36.0000 160.00-140.00 (36 ksi) BS. Job Page SPMA0019A 4 of 29 Bay State Design Project Date 241 Boston Post Road West 160 ft Self Supporting Tower 15:26:45 07/23/09 Marlborough, MA 01752 client Designed by Phone: (508) 229-4100 Pocket Communications kw FAX. • (506) 485-5321 Tower Gusset Gusset Gusset Grade Adjust. Factor A4ust. Weight Mult. Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Boll Stitch Bolt (per face) A, Spacing Spacing Diagonals Horizontals ft fe_ in in in T2 0.00 0.0000 A36 1 1 1.05 36.0000 36.0000 140.00-120.00 (36 ksi) T3 0.00 0.0000 A36 1 1 1.05 36.0000 36.0000 120.00-106.67 (36 ksi) T4 0.00 0.0000 A36 1 1 1.05 36.0000 36.0000 t06.67-100.00 (36 ksi) TS 0.00 0.0000 A36 1 1 1.05 36.0000 36.0000 I00.00-80.00 (36 ksi) T6 80.00-60.00 0.00 0.0000 A36 1 1 1.05 36.0000 36.0000 (36 ksi) T7 60.0040.00 0.00 0.0000 A36 1 1 1.05 36.0000 36.0000 (36 ksi) T8 40.00-20.00 0.00 0.0000 A36 I 1 1.05 36,0000 36,0000 (36 ksi) T9 20.00-0.00 0.00 0.0000 A36 1 1 1.05 36.0(f00 36.0000 (36 ksi) KFaclors' Tower Calc Calc Legs X K Single Girts Hartz, Sec. Inner Elevation K K Brace Brace Diags Horiz, Brace Single Solid Diags Diags Angles Rounds X X X X X X X Y Y Y Y Y Y Y T1 Yes Yes I I 1 1 I 1 1 1 160.00-140.00 1 1 1 1 1 1 1 T2 Yes Yes 1 1 1 1 1 1 1 1 140.00-120.00 1 1 1 1 l 1 1 T3 Yes Yes 1 I I i I 1 1 1 120.00-106.67 1 1 1 1 1 l 1 T4 Yes Yes 1 I 1 1 I 1 t 1 106.67-100.00 1 1 1 1 1 1 1 T5 Yes Yes I 1 1 t 1 I 1 I 100.00-80.00 1 1 1 1 1 1 1 T6 Yes Yes I 1 1 1 1 1 1 1 80.00-60.00 1 1 I 1 1 1 1 T7 Yes Yes 1 1 1 1 1 1 1 1 60.00-40.00 1 1 1 1 1 1 l T8 Yes Yes I i i 1 I 1 1 1 40.00-20.00 1 1 1 1 1 1 1 T9 20.00-0.00 Yes Yes 1 I 1 I 1 I 1 I I I I I I I 1 'Note: Kfaclors are applied to member segment lengths. K-braces without inner supporting members will have the Kfactor in the out -of -plane direction applied to the overall length. S Jab SPMA0019A Page 5 of 29 Bay State Design 241 Boston Post Road West Project 160 ft Self Supporting Tower Date 15,26:45 07/23/09 Marlborough, MA 01752 Client Designed by Phone: (508) 229-4100 FAX (508) 485-5321 Pocket Communications kw Tower Elevation ft Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Net Width U Net Width U Net Width U Net U Nei U Net U Net U Deduct Deduct Deduct Width Width Width Width in in in Deduct Deduct Deduct Deduct in in in in TI 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 l 160.00-140.00 T2 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0,0000 1 140.00-120.00 T3 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0,0000 1 0.0000 1 0.0000 1 120.00-106.67 T4 0.0000 1 0.0000 1 0.0000 1 0,0000 I 0.0000 1 0.0000 1 0.0000 1 106.67-100.00 T5 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 I 100,00-80.00 T6 80,00-60.00 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 T7 60.00-40.00 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.00M i T8 40.00-20. 0.0000 1 0.6000 1 0.0000 1 0.0000 I 0.0000 1 0.0000 1 0.0000 1 T9 20.00400 0.0000 1 0.0000 1 0,0000 1 0.0000 I 0.0000 1 0.0000 1 0.0000 1 Description Face A1149w Component Placement Face Lateral # # Clear Width or Perimeter Weight or Shield Type Offset Offset Per Spacing Diameter Leg ft in (Frac FW) Row _ _ in in in p(f _ 1 518 B _ Yes _ Ar (Wa) _ _ 158.42 - 10.00 0.0000 0.4 15 15 1.9800 1.9800 1.04 Feedline B Yes Af (CfAe) 160.00 - 10.00 0.0000 0.4 1 1 3.0000 3.0000 12,0000 8.40 Ladder (Af) Climbing A Yes Af (CfAe) 160.00 -10.00 0.0000 0.4 1 1 0.2500 0.0000 0.5000 7.90 Ladder Feedline C Yes Af (CfAe) 135.00 - 10.00 0.0000 0.4 1 1 3.0000 3.0000 12.0000 8.40 Ladder(At) 1 5/8 C Yes Ar (CaAa) 135.00 - 10.00 0.0000 0.4 6 6 1.0000 1.9800 1.04 0.0000 Tower Tower Face AR AF CAAA CAA Weight Section Elevation In Face Out Face ft f? ftr ft, ff lb T1 160.00-140.00 A 0.000 0.000 0.000 0.000 159.00 B 0.000 5.000 54.707 0.000 455.35 C 0.000 0.000 0.000 0.000 0.00 T2 140.00-120.00 A 0.000 0.000 0.000 0.000 158.00 B 0.000 5.000 59.400 0.000 480.00 C 0.000 3.750 17.920 0.000 219.60 T3 120.00-106.67 A 0.000 0.000 0.000 0.000 105.31 B 0.000 3.333 39.590 0,000 319.92 C 0.000 3.333 15.836 0.000 195.15 T4 106.67-100.00 A 0.000 0.000 0.000 0.000 52.69 B 0.000 1.668 19.810 0A00 160.08 C 0.000 1.668 T924 0.000 97.65 TS 100.00-80.00 A 0.000 0.000 0.000 0.000 158.00 BS Job SPMAO019A Page 6 of 29 Bay State Design 241 Boston Post Road West Project 160 ft Self Supporting Tower Date 15:26:45 O7/23/09 .Marlborough, MA 01752 Phone_ (508) 229-4100 FAX., (508) 485-5321 Client Pocket Communications Designed by kw Tower Tower Face AR AF CAAA CAAA Weight Section Elevation In Face Out Face ft ft� r f� -ft, Ib B 0.000 5.000 59.400 0.000 480.00 C 0.000 5.000 23.760 0.000 292.80 T6 80.00-60.00 A 0.000 0.000 0.000 0.000 158.00 B 0.000 5.000 59.400 0.000 480.00 C 0.000 5.000 23.760 0.000 292.80 T7 60.00-40.00 A 0.000 0.000 0.000 0.000 159.00 B 0.000 5.000 59.400 0.000 480.00 C 0.000 5.000 23.760 0.000 292.80 T8 40.00-20.00 A 0.000 0.000 0.000 0.000 158.00 B 0.000 5.000 59.400 0.000 480.00 C 0.000 5.000 23.760 0.000 292.80 T9 20.00-0.00 A 0.000 0,000 0.000 0.000 79.00 B 0.000 2.500 29.700 0.000 240.00 C 0.000 2.500 11.990 0.000 146.40 Tower Tower Face ice AR AF CAAA CAAA Weight Section Elevation or Thickness In Face Out Face ft Leg to ft, it, ft, .12 Ib Tl - 160.00-140.00 - A 0.500 _ _ 0.000 1.111 0.000 0.000 167.30 B 0.000 6.111 82.337 0,000 927.96 C 0.000 0.000 0.000 0.000 0.00 T2 140.00-120.00 A 0.500 0.000 1.111 0.000 0.000 167.30 B 0.000 6.111 89.400 0.000 988.51 C 0.000 4.583 41.720 0.000 452.05 T3 120.00-106.67 A 0.500 0.000 0.741 0.000 0.000 111.51 B 0.000 4.073 5%585 0.000 658.84 C 0.000 4.073 37.075 0.000 401.72 T4 106.67-100.00 A 0.500 0.000 0.371 0.000 0.000 55.80 B 0.000 2.038 29.815 0.000 329.67 C 0.000 2-038 18.551 0.000 201.01 T5 100.00-80.00 A 0.500 0.000 1.111 0.000 0.000 167.30 B 0.000 6.111 89.400 0.000 988.51 C 0.000 6.111 55.627 0.000 602.73 T6 80.00-60_00 A 0.500 0.000 1.111 0.000 0.000 167.30 B 0.000 6.111 89.400 0.000 988.51 C 0.000 6.111 55.627 0.000 602.73 T7 60.0040.00 A 0.500 0.000 1.111 0.000 0.000 167.30 S 0.000 6.111 89.400 0.000 989.51 C 0.000 6.111 55.627 0.000 602.73 T8 40.00-20.00 A 0.500 0.000 1.111 0.000 0.000 167.30 B 0.000 6.111 89.400 0.000 988.51 C 0.000 6.111 55.627 O-000 602.73 T9 20.00-0.00 A 0.500 0.000 0.556 0.000 0.000 83.65 B 0.000 3.056 44.700 0.000 494.26 C 0.000 3.056 27.813 0.000 301.37 Section Elevation Face AR AR AF AF Ice Ice t2 T 1 160.00-140.00 A 0.000 0.088 0.000 0.163 B Jab Page SPMA0019A 7 of 29 Bay State Design Project Date 241 Boston Post Rand West 160 ft Self Supporting Tower 15:26:45 07123109 Marlborough, M.401752 Client Designed by Phone: (508) 229-4100 Pocket Communications kw (508) 485-5321 Section Elevation Face AR AR AF AF Ice Ice ftf? f? f12 _ B 0.000 3.983 4,948 7.362 C 0.000 0.000 0.000 0.000 T2 140.00-120.00 A 0.000 0.066 0.000 0.132 B 0.000 3.213 4.315 6.426 C 0.000 1.083 1.473 2.165 T3 120.00-106.67 A 0.000 0.040 0.000 0.101 B 0.000 1.962 3.293 4.904 C 0.000 0.881 1.498 2.203 T4 106.67-100.00 A 0.000 0.023 0.000 0.061 B 0.000 1.122 t.997 2.975 C 0.000 0.504 0.909 1.336 T5 100.00-90.00 A 0.000 0.047 0.000 0.117 B 0.000 2.278 3.824 5.695 C 0.000 1.024 1.740 2.559 T6 80.00-60.00 A 0.000 0.045 0.000 0.136 B 0.000 2,205 4.442 6.615 C 0.000 0.991 2.021 2.972 T7 60.0040.00 A 0.000 0.032 0.000 0.111 13 0.000 1.541 3.623 5.395 C 0.000 0.693 1.648 2.424 T8 40.00-20.00 A 0.000 0.031 0.000 0.108 B 0.000 1.499 3.524 5.248 C 0.000 0.674 1.603 2.358 T9 20.00-0.00 A 0.000 0.015 0.000 0.060 B 0.000 0,735 1.974 2.940 C 0.000 0.330 0.898 1.321 Section Elevation CPS CPZ CPS CPZ Ice Ice in in in in T1 160.00-140.00 7.0118 2.9723 6.6691 2.7525 T2 140.00-120.00 4.8336 4.5453 3.5846 4.3743 T3 120.00-106.67 4.7393 5.6138 3.2015 5A836 T4 106.67-100.00 5.0289 5.9732 3.3835 5.8737 T5 100.00-80.00 6.0638 7.2313 4.1903 7.1511 T6 80.00-60.00 6.7000 8.0163 4.7169 8.1137 T7 60.00-40.00 7.7624 93134 5.5961 9.5710 T8 40.00-20.00 8.7139 10.4752 6.3053 10.7981 T9 20.00-0.00 6.8178 8.2040 5.2757 9.0710 CAAA Weight Description Face Offset Offsets: Azimuth Placement CAA or Type Horr Adjustment Front Side Leg Lateral Vert ft ft jtz .ft, lb ft Pirod 15' T-Frame Sector A From Leg 2.50 0.0000 159.42 No Ice 15.00 15.00 500.00 BSD Job SPMA0019A Page 8 of 29 Bey State Design 241 Boston Post Road West Project 160 ft Self Supporting Tower Date 15:26:45 07/23/09 Marlborough, MA 01752 Phone: (508)229-4100 FAX.- (508) 485-5321 Client Pocket Communications Designed by kw Description Face Offset Offsets. Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert jt ft J17 fta !b h Mount (1) 0.00 lit" Ice 20.60 20.60 650.00 0.00 Pirod 15' T-Frame Sector B From Leg 2.50 0.0000 158.42 No Ice 15.00 15.00 500.00 Mount (1) 0.00 1/2" Ice 20.60 20.60 650.00 0.00 Pirod 15' T-Frame Sector C From Leg 2.50 0.0000 158.42 No Ice 15.00 15.00 500.00 Mount (1) 0.00 1l2" Ice 20.60 20.60 650.00 0.00 DB844H90E-XY w/G Mount A From Leg 5.00 0.0000 158.42 No Ice 3.34 5.16 31.90 Pipe 7.50 1/2" Ice 3.82 6.03 70.74 0.00 DB948F85nE-M wIB A From Leg 5.00 U000 158.42 No Ice 2.38 4.69 30.40 Mount Pipe 2.50 1/2" Ice 2.85 5.54 62.93 0.00 DB844H90E-XY w/6' Mount A From Leg 5.00 0.0000 158.42 No ice 3.34 5.16 31.90 Pipe 0.00 1/2" Ice 3.82 6.03 70.74 0.00 DB948F85T2E-M w/10' A From Leg 5.00 0.0000 158.42 No Ice 3.33 5.63 45.00 Mount Pipe -2.50 1/2" Ice 4.25 7.02 $6.36 0.00 DB844H90E-XY w/6' Mount A From Leg 5.00 0.0000 158.42 No Ice 3.34 5.16 31.90 Pipe -7.50 1/2" Ice 3.82 6.03 70.74 0.00 DB844G65ZAXY w/6' mount B From Leg 5.00 0.0000 158.42 No Ice 5.14 5.16 37.90 Pipe 7.50 1/2" Ice 5.69 6.03 84.12 0.00 DB948F6512ZE-M w/6' B From Leg 5.00 0.0000 158.42 No Ice 3.56 3.54 31.90 mount pipe 2.50 112" Ice 4.05 4.34 64.65 0.00 DB844G65ZAXY w/6' mount B From Leg 5.00 0.0000 158A2 No Ice 5.14 SA6 37.90 Pipe 0.00 1/2" Ice 5.69 6.03 84.12 0.00 DB948F65T2ZE-M w/10' B From Leg 5.00 0.0000 158.42 No Ice 4.51 4.49 46.50 mount pipe -2.50 1/2" Ice 5.45 5.82 88.08 0.00 DB844G65ZAXY w/6 mount B From Leg 5.00 0.0000 158.42 No Ice 5.14 5.16 37.90 Pipe -7.50 1/2" Ice 569 6.03 84.12 0.00 DB844G65ZAXY w/6' mount C From Leg 5.00 0.0000 t58.42 No Ice 5.14 5.16 37.90 Pipe 7.50 1/2" Ice 5.69 6.03 84.12 0.00 DB948F65T2ZE-M w/6' C From Leg 5.00 0.0000 158.42 No Ice 3.56 3.54 31.90 mount pipe 2.50 1/2" Ice 4,05 4.34 64.65 0.00 DB844G65ZAXY w/6' mount C From Leg 5.00 0.0000 158.42 No Ice 5.14 5.16 37.90 Pipe 0.00 1/2" Ice 5.69 6.03 94.12 0.00 DB948F65T2ZE-M w/10' C From Leg 5.00 0.0000 159.42 No Ice 4.51 4A9 46.50 mount pipe -2.50 1/2" Ice 5.45 5.82 88.08 0.00 DB844G65ZAXY w/6' mount C From Leg 5.00 0.0000 158.42 No Ice 5A4 5.16 37.90 Pipe -7.50 1/2" Ice 5.69 6.03 94.12 0.00 4"x6' pipe C From Leg 1.00 0.0000 100.80 No Ice 2.25 2.25 65.00 0.00 1/2" Ice 2.62 2.62 84.10 0.00 4"x6' pipe B From Leg 1.00 0.0000 94.00 No ice 2.25 125 65.00 BSD Job SPMA0019A Page 9 of 29 Buy State Design 241 Boston Post Road West Project P P 9 160 ft Self Supporting Tower Date 15:26:45 07/23/09 Marlborough, MA 01752 Client Designed by Phone: (508) 229-4100 FAX-- (MS) 485-5321 Pocket Communications kw Description Face Offset Offsets: Azimuth Placement CRAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft G ft ft, fr, Ib ft t 0.00 1/2" Ice 2.62 2.62 94.I0 0.00 4"x6'pipe C From Leg 1.00 0.0000 92.00 No Ice 2,25 2.25 65.00 0.00 1/2" Ice 2.62 2,62 84,10 0.00 Pirod 4' Side Mount Standoff B From Leg 2.00 0.0000 55.00 No Ice 2.72 2.72 50.00 (1) 0.00 1/2" Ice 4.91 4.91 89.00 0.00 GPS B From Leg 4.00 0.0000 55.00 No Ice 1.00 1.00 10.00 0AO 1/2" Ice 1.50 1.50 15.00 0.00 APXV18-206517S-C-ACU A From Leg 1.00 0.0000 135.00 No Ice 5,17 3.04 32.50 0.00 1/2" Ice 5.62 3.47 59.10 0.00 APXV 18-206517S-C-ACU B From Leg 1.00 OA000 135.00 No Ice 5.17 3.04 32.50 0.00 1.12" Ice 5,62 3,47 59,10 0.00 APXV 18-206517S-C-ACU C From Leg lA0 0.0000 135.00 No Ice 5.17 3,04 32.50 0,00 1/2' Ice 5.62 3.47 59A0 0.00 I' Side Mount Standoff A From Leg 0.50 0.0000 135.00 No Ice 1.32 1.32 44,00 0,00 1/2" Ice 1.82 1.82 54.00 0,00 I' Side Mount Standoff B From Leg 0,50 0.0000 135.00 No Ice 1.32 1.32 44.00 0,00 1/2" Ice 1.82 1.82 54.00 0,00 1' Side Mount Standoff C From Leg 0,50 0.0000 135.00 No Ice 1.32 1.32 44.00 0,00 1/2" Ice 1,82 1.92 54.00 0.00 Description Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside Aperture Weight or Type Type Horz Adjustment Beam Diameter Area Leg Lateral Width Vert t t ft e lb HP4-107 C Paraboloid From 3.00 0.0000 100.80 4.00 No fee 12,57 79.00 w/Shroud (HP) Leg 0.00 1/2" Ice 13.09 146,19 0.00 PARE-65 B Paraboloid w/o From 3.00 0.0000 94.00 6.00 No Ice 28.27 143.00 Radome Leg 0.00 1/2" Ice 29.05 292.13 0.00 UHX8-59H C Paraboloid From 3.00 0.0000 92.00 8.00 No Ice 50,26 251,00 w/5hroud (HP) Leg 0.00 1/2" Ice 51.29 514,30 0.00 S Job SPMA0019A Page 10 of 29 Bay State Design 241 Boston Post Road West Project 160 ft Self Supporting Tower Date 15:26:45 07/23/09 Marlborough, MA 01752 Phone: (508) 229-4100 FAX.- (508) 485-5321 Client Pocket Communications Designed by kw dig = 1.129 Section Elevation t z Kr q: s AG tz F a c a AF tZ iAR Aq Leg % CAAA In Face lr CAAA Out Face ? Tl 150_00 1.541 25 136.592 A 12.421 9.583 9.593 43.55 0.000 0.000 160.00-140.00 B 12.474 9.583 43.45 54.707 0.000 C 12.421 9.583 43.55 0.000 0.000 T2 130.00 1.43 24 162,702 A 12.094 9.610 9.610 44.28 0.000 0.000 140.00-120.00 B 12.779 9.610 42.92 59.400 0.000 C 14.372 9.610 40.07 17.820 0.000 T3 113.34 1.423 23 138.129 A 11.656 7.798 7.798 40.08 0.000 0.000 120.00-106.67 B 11.695 7.798 40.00 39.590 0.000 C 13.490 7.798 36.63 15.936 0.000 T4 103.34 1.386 23 77.821 A 8.017 3.902 3.902 32.74 0.000 0.000 106.67-100.00 B 7.687 3.902 33.67 19.810 0.000 C 8.775 3.902 30.78 7.924 0.000 T5 90.00 1.332 22 269.816 A 17.891 15.043 15.043 45.68 0.000 0.000 100.00-80.00 B 19.067 15.043 44.10 59.400 0.000 C 21.151 15.043 41.56 23.760 0.000 T6 80.00-60.00 70.00 1.24 20 323.791 A 24.895 18.596 18.596 42.76 0.000 0.000 B 25.453 18.596 42.22 59.400 0.000 C 27.873 18.596 40.02 23.760 0.000 T7 60.00-40.00 50.00 1.126 18 377.765 A 23,668 22.146 22.146 48.34 0.000 0.000 B 25.045 22.146 46.93 59.400 0.000 C 27.020 22.146 45.04 23.760 0.000 T8 40.00-20.00 30.00 1 16 429.965 A 26.370 22.146 22.146 45.65 0.000 O.OW B 27.846 22.146 44.30 59.400 0.000 C 29.766 22.146 42.66 23.760 0.000 T9 20.00-0.00 10.00 1 16 482.165 A 33.325 22.146 22.146 39.92 0.000 0.000 B 33.851 22.146 39.55 29.700 0.000 C1 4.927 1461 1 8.80 ll.$80 0.000 G,ff =1.I29 Section Elevation t I z ft Kz q= Psf tz in AO P2 I F a c a AF t1 AR It, Ares ft, Leg % I CAAA In Face ft2 CAAA Out Face ? T1 150.00 1.541 19 0.5000 138.258 A 13.369 19.548 12.917 39.24 0.000 0.000 160.00-140.00 B 11.170 15.653 48.15 82.337 0.000 C 12.421 19.636 40.29 0.000 0.000 T2 130.00 1.49 18 0.5000 164.372 A 13.073 18.934 12.953 40.47 0.000 0.000 140.00420.00 B 11.779 15.787 46.99 89.400 0.000 C 14.512 17.918 39.94 41.720 0.000 T3 113.34 1.423 17 0.5000 139,242 A 12.296 14.648 10.026 37.21 0.000 0.000 120.00-106.67 B 10.825 12.727 42.57 59.585 0.000 C 13.526 13.807 36.68 37.075 0.000 T4 103.34 1.386 17 0.5000 78.378 A 8.326 8.023 5.017 30.69 0.000 0.000 106.67-100.00 B 7.080 6.924 35.82 29.815 0.000 C 8.718 7.542 30.85 18.551 0.000 T5100,00-80.00 90.00 1.332 16 0.5000 271.486 A 18.885 25.495 18.385 41.43 0.000 0.000 B 18.307 23.263 44.23 89.400 0.000 C 21.443 24.518 40.00 55.627 0.000 T6 80.00-60.00 70.00 1.24 15 0.5000 325.462 A 25.870 30.192 21.939 39.13 0.000 0.000 B 24.391 28.032 41.85 89.400 0.000 [� S, Job Page SPMAOO19A 11 of 29 Bay State Design Project Date 241 Boston Post Road West 160 ft Self Supporting Tower 15:26:45 07/23/09 Marlborough, MA 01752 Client Designed by Phone: (508) 229-4100 Pocket Communications kw FAX, (508) 485-5321 Section Elevation fit z ft Kz qz s tz in AG ft, F a c AF AR At, ft2 Leg % CAAA In Face It, CAAA Out Face tz C 28.034 29.246 38.30 55,627 0.000 T7 60.00-40.00 50.00 1,126 14 0.5000 379.435 A 24.668 32.219 25.489 44.81 0.000 0.000 B 24.384 30.710 46.26 89.400 0.000 C 27.355 31.558 43.26 55.627 0.000 T8 40.00-20.00 30.00 1 12 0.5000 431.635 A 27.373 32.992 25.489 42.22 0.000 0.000 B 27.233 31,524 43.38 89.400 0.000 C 30.123 32.349 40.80 55.627 0.000 T9 20.00-0.00 10.00 I 12 0.5000 493.835 A 33.821 33.805 25,489 37.69 0 000 0.000 B 33.441 33.085 38.31 44.700 0.000 C 35.060 33.490 37.18 27.813 0.000 GH = r.r29 Section Elevation 1 a t Kz g: pf AG � F a c e AF ft, AR t1 A, Leg % CAAA In Face tZ CAAA Out Face T I 150.00 1.541 14 136.592 A 12.421 9.583 9.593 43.55 0.000 0.000 160,00-140,00 B 12,474 9.583 43.45 54.707 0.000 C 12.421 9.583 43.55 0.000 0.000 T2 130.00 1.48 14 162,702 A 12.094 9.610 9.610 44.28 0,000 0.000 140.00-120.00 B 12.779 9.610 42.92 59.400 0.000 C 14.372 9.610 40,07 17.820 0.000 T3 113.34 1.423 13 138.129 A 11.656 7.798 7.798 40,08 0.000 0.000 120.00-106.67 B 11.695 7.798 40.00 39.590 0.000 C 13.490 7.798 36.63 15.836 0.000 T4 103.34 1.386 13 77.821 A 8.017 3.902 3.902 32.74 0,000 0.000 106.67-100.00 B 7.687 3.902 33.67 19.810 0.000 C 8.775 3.902 30.78 7.924 0.000 T5 90.00 1.332 12 269.816 A 17.891 15,043 15.043 45.68 0.000 0.000 100.00-80.00 B 19.067 15.043 44.10 59.400 0.000 C 21.151 15.043 41.56 23.760 0.000 T6 80.00-60.00 70.00 1.24 11 323.791 A 24.895 18.596 18.596 42.76 0.000 0.000 B 25.453 18.596 42.22 59.400 0.000 C 27.873 I8.596 40.02 23.760 0.000 T760.00-40.00 50.00 1,126 10 377.765 A 23.668 22.146 22.146 48.34 0.000 0,000 B 25.045 22.146 46.93 59.400 0,000 C 27.020 22.146 45.04 23.760 0.000 T8 40.00-20.00 30.00 1 9 429.965 A 26.370 22.146 22,146 45.65 0.000 0.000 B 27.846 22.146 44.30 59.400 0.000 C 29.766 22.146 42.66 23.760 0.000 T9 20.00-0.00 10.00 1 9 482.165 A 33.325 22.146 22_i46 39.92 0.000 0.000 B 33.851 22.146 39.55 29.700 0.000 C 1 34.927 22.146 38.80 L 11.880 0,000 BS Jab SPMA0019A Page 12 of 29 Bay State Design 241 Boston Post Road West Project 160 ft Self Supporting Tower Date 15:26:45 07/23/09 Marlborough, MA 01752 Client Designed by Phone: (508) 229-4100 FAX.- (508) 485-5321 Pocket Communications kw Section Elevation t Add Weight lb self Weight Ib F a c a e CF RR Dr DR AF ? F 1h w 1 Ctrl. Face Tl 613.35 1138.40 A 0.161 2.731 0.593 1 1 18.010 2965.08 148.25 B 160.00-140.00 B 0.161 2.73 0.593 1 1 18.064 C 0.161 2.731 0.583 1 I 18.010 T2 857.60 1118.82 A 0.133 2.834 0.579 1 1 17.659 3631.77 181.59 C 140.00-120.00 B 0.138 2.918 0.58 1 1 18.350 C 0.147 2.781 0.581 1 1 19.956 T3 620.38 11.65.87 A 0.141 2.806 0.58 1 1 16.179 2766.00 207.50 C 120.00-106.67 B 0.141 2.804 0.58 1 1 16.219 C 0.154 2.756 0.582 1 1 18.029 T4 310.42 761.41 A 0.153 2.76 0.592 1 1 10.287 1482.42 222.25 C 106.67-100.00 B 0.149 2.776 0.581 1 1 9.955 C 0.163 2.725 0.584 1 1 11.052 TS 930.80 1808.75 A 0.122 2.877 0.578 1 1 26.579 4131.14 206.56 C 100.00-80.00 B 0.126 2.86 0.578 1 1 27.763 C 0.134 2.831 0.579 1 1 2%863 T6 930.80 2896,12 A 0.134 2.83 0.579 1 1 35.665 4385.19 219.26 C 80.00-60.00 B 0.136 2.824 0.579 1 l 36.228 C 0.144 2.796 0.591 1 1 39.669 T7 930.80 3320.62 A 0.121 2.88 0.578 1 1 36.457 4092.91 204,65 C 60.00-40.00 B 0.125 2.866 0.578 1 1 37.845 C 0.13 2.846 0.579 1 1 39.834 T8 930.80 3489.02 A 0.113 2.913 0.576 1 1 39.137 3806.41 190.32 C 40.00-20.00 B 0.116 2.999 0.577 I 1 40.622 C 0.121 2.882 0.577 1 1 42.554 T9 20.00-0.00 465.40 3935.76 A 0.115 2.904 0.577 1 1 46.098 332026 166.01 C B 0.116 2.9 0.577 1 1 46.627 C 0.118 2.891 0.577 1 1 47.709 Sum Weight: 6590.35 19634.77 OTM 2414369.4 30581,19 4 lb-ft Section Elevation t Add Weight lh Self Weight lh F a c a e CF I RR DI? DR As F lb w pY CO. Face Tl 613.35 1138.40 A 0.161 2.731 0.583 0.8 1 15.526 2770.96 138.55 B 160.60-140.00 B 0.161 2.73 0.583 0.9 1 15.569 C 0.161 2.731 0.593 0.8 1 15.526 T2 857.60 1118.82 A 0.133 2.834 0.579 0.8 1 15.241 3413.03 170.65 C 140.00-120.00 B 0.138 2.818 0.58 0.8 1 15.794 C 0,147 2.781 0.581 0.8 1 17.082 T3 620.38 1165.87 A 0.141 2.806 0.58 0.8 1 13.948 2570.33 192.92 C 120.00-106.67 B 0.141 2.804 0.58 0.8 1 13.880 C 0.154 2.756 0.582 0.8 1 15.331 T4 310.42 761.41 N 0.153 2.76 0.582 0.9 1 9.694 1359.99 203.88 C 106.67-100.00 B 0.149 2.776 0.581 0.8 1 8.417 C 0.163 2.725 0.584 0.8 1 9.297 T5 930.80 1808.75 A 0.122 2.877 0.578 0.8 1 23.001 3836.15 191,81 C 100.00-80.00 B 0.126 2.86 0.578 0.8 1 23.950 C 0.134 2.831 0.579 0.8 1 25.633 T6 930.80 2896.12 A 0.134 2.83 0.579 0.8 1 30.686 4027.88 201.39 C 80.00-60.00 B 0.136 2.824 0.579 0.8 1 31.138 C 0.144 2.796 0.591 0.8 1 33.094 T7 930.80 3320.62 A 0.121 2.89 0.578 0.8 1 31.724 3772.62 188.63 C 60.0040,00 B 0.125 2.866 0.578 0.8 1 32.836 SD Job SPMA0O19A Page 13 of 29 Bay State Design 241 Boston Post Road West Project 160 ft Self Supporting Tower Date 15:26:45 07/23/09 Marlborough, MA 01752 Phone_ (508) 229-4100 FAX.- (508) 485-5321 Client Pocket Communications Designed by kw Section Elevation t Add Weight Ib Self Weight Ib F a c a e CF RR DF I DR AE ? F Ib W pff Ctrl- Face C 0.13 2,846 0,579 0.8 1 34.430 T8 930.80 3489.02 A 0.113 2,913 0.576 0.8 1 33.863 3489.08 174.45 C 40.00-20-00 B 0,116 2.899 0.577 0.8 1 35.053 C 0-121 2.882 0.577 0.8 1 36.601 T9 20-00-0.00 465.40 3935.76 A 0.115 2.904 0,577 0.8 1 39.433 2946.71 147.34 C B 0.116 2.9 0,577 0.8 1 39.857 C 0.118 2.891 0.577 0.8 1 40.723 Sum Weight: 6590.35 19634.77 OTM 2241143A 29186.63 7 lb-ft Section Elevation Add Weight 1b Self Weight Ib F a c e e CF RR DF DR AE ji F lb W 1 Ctrl. Face T I 613.35 1138.40 A 0.161 2.731 0.583 0.85 1 16.147 2819.49 140.97 B 160.00-140.00 B 0.161 2.73 0.5831 0.85 1 16.192 C 0-161 2.731 0.583 0.85 1 16.147 T2 857.60 1119.82 A 0.133 2.934 0.579 0.95 1 15.845 3467.71 173.39 C 140.00-120.00 B 0.138 2.818 0.58 0.85 1 16.433 C O.I47 2.781 0-581 0.85 1 17.800 T3 620.38 1165.87 A 0.141 2.806 0.58 0.85 1 14.431 2619.24 196.49 C 120.00-106.67 B 0.141 2,804 0.58 0.85 1 14.465 C 0.154 2.756 0.582 0.85 1 16.006 T4 310.42 761.41 A 0.153 2.76 0.582 0.85 1 %085 1390,51 209,47 C 106.67-100.00 B 0.149 2.776 0.581 0.85 1 8.802 C 0.163 2.725 0.584 0.85 1 9.736 T5 930.80 1808.75 A 0.122 2.877 0.578 0.85 1 23.896 3909.90 195-49 C 100.00-80-00 B 0.126 2.86 0-578 0.85 1 24.903 C 0.134 2.831 0.579 0.85 1 26.690 T6 930.80 2896.12 A 0.134 2.83 0.579 0.85 1 31.931 4117.20 205.86 C 80.00-60.00 B 0.136 2.924 0.579 0.85 1 32.410 C 0.144 2.796 0.581 0.85 1 34.487 T7 930.80 3320.62 A 0.121 2.88 0.578 0.85 1 32.907 3952.70 192.63 C 60.00-40.00 B 0.125 2,866 0.578 0.85 1 34.088 C 0.13 2.946 0.579 0.85 1 35.781 T8 930.80 3489.02 A 0.113 2.913 0.576 0.85 1 35.181 3568AI 178.42 C 40.00-20.00 B 0.116 2.899 0.577 0.85 1 36.445 C 0.121 2.882 0.577 0.85 1 38.089 T9 20.00-0,00 465.40 3935-76 A 0.115 2.904 0.577 0.85 1 41.099 3040.10 152.01 C B 0.116 2.9 0.577 0.85 l 41.549 C 0.118 2.891 0,577 0.85 1 42.469 Sum Weight: 6590.35 19634,77 OTM 2284449.9 28785.27 6 Ib-ft BSD Job SPMA0019A Page 14 of 29 Bay State Design 241 Boston Post Road West project 160 ft. Self Supporting Tower Date 15:26:45 07123/09 Marlborough, MA 01752 Client Designed by Phone: (508) 229-4100 FAX: (508) 485-5321 Pocket Communications kw Section Elevation t Add Weight lb Self Weight tb F a c e e CF RR DF DR AE fie F lb w Pff Ctrl. Face Tl 1095.26 1718.85 A 0.238 2.474 0.599 1 1 25.077 3086.59 154.33 A 160.00-140.00 B 0.194 2.616 0.589 1 1 20.393 C 0.232 2.493 0.597 1 1 24.152 T2 1607.87 1677.85 A 0.195 2.614 0.599 1 1 24.232 4031.92 201.60 C I40.00-120.00 B 0.168 2.707 0.584 1 1 21.005 C 0.197 2.605 0.59 1 1 25.081 T3 1172.C7 1665.31 A 0.193 2.618 0.599 1 1 20.925 3022.82 226.77 C 120.00-106.67 B 0.169 2.702 0.585 1 1 18.265 C 0.196 2.609 0.59 1 1 21.667 T4 586.48 1083.64 A 0.209 2.568 0.592 1 1 13.077 1591.10 237.05 C 106.67-100.00 8 0.179 2.669 0.586 1 1 11.139 C 0.207 2.571 0.592 1 1 13.182 T5 1758.55 2608.80 A 0.163 2.723 0.584 1 1 33.764 4465.48 223.27 C 100.00-80.00 B 0.153 2.76 0.582 1 1 31.845 C 0.169 2.702 0.585 1 1 35.777 T6 1758.55 3953.89 A 0.172 2.691 0.585 1 1 43.536 4573.95 228.70 C 80.00-60.00 B 0.16I 2.731 0.583 1 1 40.740 C 0.176 2.678 0.586 1 1 45.166 T7 1758.55 4360.64 A 0.15 2.772 0.581 1 1 43.403 4231.28 211.56 C 60.00-40.00 B 0.145 2.789 0.581 1 1 42.219 C 0.155 2.752 0.582 1 1 45.731 T8 1758.55 4615.60 A 0.14 2.809 0.58 1 1 46.508 3905.17 195.26 C 40.00-20.00 B 0.136 2.823 0.579 1 1 45.499 C 0.145 2.79I 0.58I 1 1 48.909 T9 20.00-0.00 879.27 5270.40 A 0.14 2.81 0.58 1 1 53.426 3124.11 156.21 C B 0.137 2.818 0.58 1 1 52.619 C 0.142 2.802 0.58 1 1 54.492 Sum Weight: 12375.15 26954.99 OTM 2575141.1 32022.41 2 Itr$ Section Elevation Add Weight lb Self Weight lb F a c e e CF RR DF DR AE ? F 16 w l CO. Face Tl 1095.26 1718.85 A 0.238 2.474 0.599 0.8 1 22 403 2945.17 147.26 A 160.00-140.00 B 0.194 2.616 0.599 0.8 I 18.159 C 0.232 2.493 0.597 0.8 1 21.668 T2 1607.87 1677.85 A 0.195 2.614 0.589 0.8 1 21.618 3876.74 193.84 C 140.00-120.00 B 0.168 2.707 0.594 0.8 1 19.649 C 0.197 2.605 0.59 0.8 1 22.179 T3 1172.C7 1665.31 A 0193 2.618 0.589 0.8 1 18.465 2983.57 2I6.32 C 120.00-106.67 B 0.169 2.702 0.585 0.8 1 16.100 C 0.196 2.608 0.59 0.8 1 18.962 T4 586.48 1083.64 A 0.209 2.568 0.592 0.8 1 11.412 1494.92 224,13 C 106.67-100.00 B 0.179 2.669 0.586 0.8 1 9.723 C 0.207 2.571 0.592 0.8 1 11.439 T5 1758.55 2608.80 A 0.163 2.723 0.584 0.8 1 29.987 4251.39 2I2.57 C 100.00-80.00 B 0.153 2.76 0.582 0.8 1 28.184 C 0.169 2.702 0.585 0.8 1 31.488 T6 1759.55 3953.89 A 0.172 2.691 0.585 0.8 1 38.362 4315.74 215.79 C 80.00-60.00 B 0.161 2.731 0.583 0.8 1 35.862 C 0.176 2.678 0.586 0.8 1 39.559 T7 1758.55 4360.64 A 0.15 2.772 0.581 0.8 1 38.469 3996.08 199.80 C 60.00-40.00 B 0.145 2.789 0.581 0.8 1 37.342 S Job SPMA0019A Page 15 of 29 Bay State Design 241 Boston Post Road West Project 160 ft Self Supporting Tower Date 15:26:45 07/23/09 Marlborough, MA 01752 Phone: (508) 229-4100 FAX.- (508) 485-5321 Client Pocket Communications Designed by kW Section Elevation Add Weight lb Self Weight lb F a c e e CF I RR DF DR AE fj2 F Ib w Pif Ctrl. Face C 0.155 2.752 0.582 0.8 1 40.260 T8 1758.55 4615.60 A 0.14 2.809 0.58 0.8 1 41.033 3671.93 183.60 C 40.00-20.00 B 0.136 2.823 0.579 0.8 1 40.053 C 0.145 2.791 0.581 0.8 1 42.883 T9 20.00-0.00 879.27 5270.40 A 0.14 2.81 0.58 0.8 1 46.662 2851.54 142.58 C B 0.137 2.818 0.59 0.9 1 45.930 C 0.142 2.802 0.58 0.8 1 47.480 Sum Weight: 12375.15 26954.99 OTM 2450245.5 30287A0 1 lb-ft Section Elevation t Add Weight lb Self Weight lb F a c a e CF RR DF DR AF ft, F lb w 1 Cirl. Face TI 1095.26 1718.85 A 0.238 2.474 0.599 0.85 1 23.071 2980.53 149.03 A 160.00-140.00 B 0.194 2.616 0.589 0.85 1 18.717 C 0.232 2.493 0.597 0.85 1 22.289 T2 1607,97 1677.85 A 0.195 2.614 0.589 0.85 I 22.271 3915.54 195.78 C 140-00-120.00 g 0.169 2.707 0.594 0.95 1 19.239 C 0.197 2.605 0.59 0.85 1 22.904 T3 1172,07 1665.31 A 0.193 2.618 0.589 0.85 1 19.080 2918.39 218.93 C 120.00-106.67 B 0.169 2,702 0.585 0.85 1 16.641 C 0.196 2.608 0.59 0.85 1 19.638 T4 586.48 1083.64 A 0.209 2.568 0.592 0.85 1 11.828 1516.47 227.36 C 106.67-100.00 B 0.179 2.669 0.586 0.85 1 10.077 C 0.207 2.571 0.592 0.85 1 11.875 T5 1758.55 2608.80 A 0.163 2.723 0.584 0.85 1 30.932 4304.91 215.25 C 100.00-80.00 B 0.153 2.76 0.582 0.85 1 29.099 C 0.169 2.702 0.585 0.85 1 32.560 T6 1758.55 3953.89 A 0.172 2.691 0.585 0.85 1 39.655 4380.29 219.01 C 80.00-60.00 B 0.161 2.731 0.583 0.85 1 37.081 C 0.176 2.678 0.586 0.85 1 40.961 T7 1758,55 4360.64 A 0.15 2.772 0.581 0.85 1 39.702 4054.88 202.74 C 60.0040.00 B 0.145 2.789 0.581 0.85 1 38.561 C 0.155 2.752 0.582 0.85 1 41.628 T8 1758.55 4615.60 A 0.14 2.809 0.58 0.85 1 42.402 3730.24 186.51 C 40.00-20.00 B 0.136 2.823 0.579 0.85 1 41.414 C 0.145 2.791 0.581 0.85 1 44.389 T9 20.00-0.00 879.27 5270.40 A 0.14 2.81 0.58 0.85 1 48.353 2919.68 145.98 C B 0.137 2.818 0.58 0.85 1 47.602 C 0.142 2.802 0.58 0.85 1 49.233 Sum Weight: 12375.15 26954,99 OTM 2481469.4 30720.93 1 lb-ft BS Job SPMA0019A Page 16 of 29 Bay State Design 241 Boston Post Road West Project 160 ft Self Supporting Tower Date 15.26:45 07/23109 Marlborough, MA 01752 Client Designed by Phone: (508) 229-4100 FAX.- (508) 485-5321 Pocket Communications kw Section Elevation t Add Weight Ib Self Weight Ib F a c a e CI I RR DF DR AE F Ib w I Ctrl, Face TI 613.35 1138.40 A 0.16I 2.731 0.583 1 1 18.010 1667.86 83.39 B 160.00-140.00 B 0.161 2.73 0.583 1 1 18.064 C 0.161 2.731 0.583 1 1 18.010 T2 857.60 1118.82 A 0.133 2.834 0,579 1 1 17.659 2042.87 102,14 C 140.00-120.00 B 0.138 2.818 0.58 1 1 18.350 C 0.147 2.781 0,581 1 1 19.956 T3 620.38 1165,87 A 0,141 2.806 0.58 1 1 I6.179 1555.88 116.72 C 120.00-I06.67 B 0,141 2.804 0.58 1 1 16.219 C 0.154 2.756 0.582 1 1 18,029 T4 310.42 761,41 A 0,153 2.76 0.582 1. 1 10.287 833.86 125.02 C 106.67-100.00 B 0.149 2.776 0.581 1 l 9.955 C 0.163 2.725 0.584 1. 1 11.052 T5 930.80 1808,75 A 0.122 2.877 0.578 1 1 26.579 2323.77 116.19 C 100.00-80.00 B 0.126 2.86 0.578 1 1 27,763 C 0.134 2.831 0.579 1 1 29.863 T6 930.80 2896.12 A 0.134 2.83 0.579 1 1 35.665 2466.67 123,33 C 80.00-60.00 B 0.136 2.824 0.579 1 1 36.228 C 0.144 2.796 0.581 1. 1 38.668 T7 930.80 3320.62 A 0.121 2.88 0.578 1 1. 36.457 2302.26 115.11 C 60.0040.00 B 0.125 2.866 0.578 1 1 37.945 C 0.13 2.846 0,579 1 1 39.834 T8 930.80 3499.02 A 0.113 2.913 0.576 1 1 39,137 2141.11 107.06 C 40.00-20,00 B 0.116 2.899 0.577 1 1 40.622 C 0.121 2.992 0.577 1 1 42.554 T9 20.00-0.00 465.40 3935.76 A 0.115 2.904 0.577 1 1 46.098 1867.65 93.38 C B 0.116 2.9 0.577 1 1 46.627 C 0.118 2.891 0.577 1 1. 47.709 Sum Weight-. 6590.35 19634.77 OTM 1359092.8 17201.92 1 lh4t Section Elevation t Adel Weight Ib Self weighI Ib F a c a e CF RR DF DR AR tz F Ib w Pff Ctrl. Face Tl 613.35 1138,40 A 0.161 2.731 0.383 0.8 1 15.526 1558.66 77.93 B 160.00-140,00 B 0.161 2.73 0.583 0.8 1 15.569 C 0.161 2,731 0.583 0.8 1 15.526 T2 857.60 1118.82 A 0.133 2,834 0.579 0.8 1 15.241 1919.83 95.99 C 140.00-120.00 B 0,138 2.818 0.58 0.8 1 15.794 C 0.147 2.781 0,581 0.8 1 17.082 T3 620.38 1165.87 A 0.141 2.806 0.58 0.8 1 I3.848 1445.81 108.46 C 120_00-106.67 B 0.141 2.804 0.58 0.8 1 13.880 C 0.154 2.756 0.582 0.8 1 15.331 T4 310.42 761.41 A 0.153 2.76 0.582 0.8 1 8.684 764.93 114.68 C 106.67-100.00 B 0.149 2.776 0.581 0.8 l 8.417 C 0.163 2,725 0.584 0.8 1 9.297 T5 930.80 1808.75 A 0,1222 2.877 0.578 U 1 23.001 2157.83 107.89 C 100.00-80.00 B 0.126 2.86 0.578 0.8 1 23.950 C 0.134 2.831 0.579 0,8 l 25.633 T6 930.80 2896.12 A 0.134 2.83 0,579 0.8 1 30.686 2265.68 113.28 C 80.00-60.00 B 0.136 2.824 0.579 0.8 1 31,138 C 0.144 2.796 0.581 0.8 1 33.094 T7 930.80 3320.62 A 0.121 2.88 0.578 0.8 1 31.724 2122.10 MA1 C 60.0040.00 B 0.125 2,866 0.578 0.8 1 32.836 R Jab SPMA0019A Page 17 of 29 Bay State Design 241 Boston Post Road West Project 160 ft Self Supporting Tower Date 15-.26:45 07/23/09 Marlborough, MA 01752 Client Designed by Phone: (308) 229-4100 FAX., (508) 485-5321 Pocket Communications kW Section Elevation t Add Weight 16 Self Weight lb F a c a e CF RR DF DR AF F lb w 1 Ctrl. Face C 0.13 2.846 0.579 0.8 I 34.430 T8 930.80 3489.02 A 0.113 2.913 0.576 0.8 1 33.863 1962.60 98.13 C 40.00-20.00 B 0.1 M 2.899 0.577 0.8 1 35.053 C 0,121 2.892 0.577 0.9 1 36.601 T9 20.00-0.00 465.40 3935.76 A 0.115 2.904 0.577 0.8 1 39A33 1657.53 82.88 C B 0.116 2.9 0.577 0.8 1 39.857 C 0.118 2.891 0.577 0.8 1 40.723 Sum Weight: 6590.35 19634.77 OTM 1260643.2 15854.99 0 lb -- Section Elevation ft Add Weight !h Self Weight lb F a c a e CF RR DF DR AE ? F !b w PY, Ctrl. Face T1 613.35 1138,40 A 0.161 2.731 0.583 0.85 1 16,147 1585.96 79.30 B 160.00-140.00 B 0161 2.73 0.583 0.85 1 16.192 C 0.161 2.731 0.583 0.85 1 16,147 T2 957.60 1118.92 A 0.133 2.934 0.579 0.85 1 15.845 1950.59 97,53 C 140,00-120.00 B 0.138 2.818 0.58 0.85 1 16.433 C 0.147 2.781 0,581 0.85 1 17.800 T3 620.38 1165,87 A 0.141 2.806 0.59 0.85 1 14.431 1473.33 110.53 C 120.00-106.67 B 0,141 2.804 0.58 0.85 1 14.465 C 0.154 2.756 0.582 0.85 1 16.006 T4 310.42 761.41 A 0.153 2,76 0.582 0.85 1 9.085 782.16 117.27 C 106.67-100.00 B 0.149 2.776 0.581 0.85 1 8.802 C 0,163 2.725 0.594 0.85 1 9.736 T5 930.80 1808.75 A 0.122 2.877 0.578 0.85 1 23.896 2199.32 109,97 C 100.00-90.00 B 0.126 2.86 0.578 0.85 1 24.903 C 0.134 2.83I 0.579 0.85 1 26.690 T6 930.90 28%.12 A 0.134 2.83 0.579 0.85 1 31.931 2315.93 115.80 C 80.00-60.00 B 0.136 2.824 0.579 0.85 1 32.410 C 0.144 2.796 0.581 0.85 1 34.487 T7 930.80 3320.62 A 0.121 2.88 0.578 0.95 1 32.901 2167.14 108.36 C 60.00-40.00 B 0.125 2.866 0.578 0.85 1 34.088 C 0.13 2.846 0,579 0.85 1 35.781 T8 930.80 3489.02 A 0.113 2.913 0.576 0.85 1 35.181 2007.23 100.36 C 40.00-20.00 B 0.116 2,899 0.577 0.85 1 36.445 C 0.121 2.892 0.577 0.85 1 38.089 T9 20.00-0.00 465.40 3935.76 A 0.115 2.904 0.577 0.85 1 41,099 1710.06 85.50 C B 0,116 2.9 0.577 0.85 1 41.549 C 0.118 2.891 0.577 0.85 1 42.469 Sum Weight: 6590.35 19634.77 OTM 1285003.1 16191.71 0 lb-ft Description Aiming Weight Offset, Offset z Kz q= CA.Ac CaAc Azimuth I I Front Side lb t t t s tt BSD Job SPMA0019A Page 18 of 29 Bay State Design 241 Boston Post Road West Project 160 ft Self Supporting Tower Date 15:26:45 07/23/09 Marlborough, MA 01752 Client Designed by Phone: (508) 229-4100 FAX. (508) 485-532I Pocket Communications kw Description Aiming Azimuth Weight ra offset. Off-4 t z t Kr q� s CAA Front r= C,4Ac Side fe Pirod 15' T-Frame Sector 0.0000 500.00 0.00 -6.3 1158.42 1.566 26 15.00 15.00 Mount (1) Pirod 15' T-Frame Sector 120.0000 500.00 5.46 3.15 158.42 1.566 26 15.00 15.00 Mount (1) Pirod 15' T-Frame Sector 240.0000 500.00 -5.46 3.15 158.42 1.566 26 15.00 15.00 Mount (1) DB844H90E-XY w/6' 0.0000 31.90 7.50 -8.80 158.42 1.566 26 3.34 5.16 Mount Pipe DB948F85T2E-Mw/6' 0.0000 30.40 2.50 -9.80 159.42 1.566 26 2.39 4.69 Mount Pipe DB844H90E-XY w/6' 0.0000 31.90 0.00 -8.80 158.42 1.566 26 3.34 5.I6 Mount Pipe DB948F8ME-M w/10' 0.0000 45.00 -2.50 -8.80 158A2 1.566 26 3.33 5.63 Mount Pipe DB844H90E-XY w/6' 0.0000 31.90 -7.50 -8.80 158.42 1.566 26 3.34 5.16 Mount Pipe D13844G65ZAXY w/6' 120.0000 37.90 3.89 10.90 158.42 1.566 26 5.14 5.16 mount Pipe DB948F65T2ZE-M wl6' 120,0000 31.90 6.38 6.57 158.42 1.566 26 3.56 3.54 mount pipe DB844G65ZAXY w/6' 120.0000 37.90 7.63 4.40 158.42 1.566 26 5.14 5.16 mount Pipe DB948F65T2ZE-M 120.0000 46.50 8.88 2.24 158.42 1.566 26 4.51 4.49 w/10' mount pipe DB844G65ZAXY w/6' 120.0000 37.90 11.33 -2.09 158.42 1.566 26 5.14 5.16 mount Pipe DB844G65ZAXY w/6' 240.0000 37.90 -1 L38 -2.09 158.42 1.566 26 5.14 5.16 mount Pipe DB948F65T2ZE-M w/6' 240.0000 31.90 -8.88 2.24 158.42 1.566 26 3.56 3.54 mount pipe DB844G65ZAXY w/6' 240.0000 37.90 -7.63 4.40 158A2 L566 26 5.14 5.16 mount Pipe DB948F65T2ZE-M 240.0000 46.50 -6.38 6.57 158.42 1.566 26 4.51 4,49 w/10' mount pipe DB844G657AXY w/6' 240.0000 37.90 -3.88 10.90 158.42 1.566 26 5.14 5.16 mount Pipe 4"x6 pipe 240.0000 65.00 -6.72 3.88 100.80 1.376 23 2.25 2.25 4"x6' pipe 120.0000 65.00 7.16 4.14 94.00 1.349 22 2.25 2.25 4"x6' pipe 240.0000 65.00 -7.29 4.21 92.00 1.340 22 2.25 2.25 Pirod 4' Side Mount 120.0000 50.00 10.57 6.10 55.00 1.157 19 2.72 2.72 Standoff (1) GPS 120.0000 10.00 12.31 7.10 55.00 L157 19 1.00 1.00 APXV18-206517S-C-AC 0.0000 32.50 0.00 -5.18 135.00 1.496 25 5.17 3.04 U APXV18-206517S-C-AC 120.0000 32.50 4.49 2.59 135.00 1.496 25 5.17 3.04 U APXVI8-206517S-C-AC 240.0000 32.50 -4.49 2.59 135.00 1.496 25 5.17 3.04 U I' Side Mount Standoff 0.0000 44.00 0.00 -4.68 135.00 1.496 25 1.32 1.32 1' Side Mount Standoff 120.0000 44.00 4.05 2.34 135.00 1.496 25 1.32 L32 1' Side Mount Standoff 240.0000 44.00 -4.05 2.34 135.00 1.496 25 L32 1.32 Sum 2539.80 Weight: -R, Job SPMAGO19A Page 19 of 29 Bay State Design 241 Boston Post Road West Project 160 ft Self Supporting Tower Date 15:26:45 07/23/09 Marlborough, MR 01752 Phone: (508) 229-4100 FAX. (508) 485-5321 Client Pocket Communications I Designed by kw Description Aiming Azimuth Weight lb Offset ft Offset, ft z K, q Psf CAAc Front ft, CAAC Side ft, t, in Pirod 15' T-Frame Sector 0.0000 650.00 0.00 -6.30 158,42 1,566 19 20.60 20.60 0.5000 Mount (1) Pirod 15' T-Frame Sector 120.D000 650.00 5.46 3.15 158.42 1.59 19 20.60 20.60 0.5000 Mount (1) Pirod 15' T-Frame Sector 240.0000 650.00 -5.46 3.15 158.42 1.566 19 20.60 20.60 0.5000 Mount (1) DB844H90E-XY wl6' 0.0000 70.74 7.50 -8,80 I58.42 1.566 19 3.82 6.03 0.5000 Mount Pipe DB948F85T2E-M w/6' 0.0000 62.93 2.50 -8.80 158.42 1.566 19 2.85 5.54 0.5000 Mount Pipe DB844H90E-XY w/6' 0.0000 70.74 0.00 -8.80 158.42 1.566 19 3.82 6.03 0.5000 Mount Pipe DB948F85T2EMw/10' 0.0000 96.36 -2.50 -8.80 158.42 1.566 19 4.25 7.02 0.5000 Mount Pipe DB844H90E-XY wl6' 0.0000 70.74 -7.50 -8.80 158.42 1_566 19 3.82 6.03 0.5000 Mount Pipe DB844G65ZAXY w/6' 120.0000 84.12 3.88 10.90 158.42 1.566 19 5.69 6.03 0.5000 mount Pipe DB948F65T2ZE-M wIB 120.0000 64.65 6.38 6.57 158.42 1.566 19 4.05 4.34 0.5000 mount pipe DB844G65ZAXY w/6' 120.0000 94.12 7.63 4.40 158.42 1.566 19 5,69 6.03 0.5000 mount Pipe DB948F65T2ZE-M 120,0000 88.08 8.88 2.24 158.42 1.566 19 5.45 5.82 0.5000 w/10' mount pipe D13844G65ZAXY w/6' 120.0000 84.12 11.38 -2.09 158.42 1,566 19 5.69 6.03 0.5000 mount Pipe DB844G65ZAXY w/6' 240.0000 84.12 -11.38 -2.09 159.42 1,566 19 5.69 6.03 0.5000 mount Pipe DB948F65T2ZE-M w/6' 240,0000 64.65 -8.88 2.24 158.42 1.566 19 4.05 4.34 0.5000 mount pipe DB844G65ZAXY w/6' 240.0000 94.12 -7.63 4.40 158.42 1.566 19 5.69 6.03 0.5000 mount Pipe DS948F65T2ZE-M 240.0000 99.08 -6.39 6.57 159.42 1.566 19 5.45 5.82 0.5000 w/10' mount pipe DB844G65ZAXY w/6' 240.0000 84.12 -3.88 10.90 158.42 1,566 19 5.69 6.03 0.5000 mount Pipe 4"x6pipe 240.0000 84.10 -6.72 3.88 100.80 I.376 17 2.62 2.62 0.5000 4"x6'pipe 120.0000 84.10 7.16 4,14 94.00 1.349 17 2.62 2.62 0.5000 4"x6' pipe 240.0000 84.10 -7.29 4,21 92.00 1.340 16 2.62 2.62 0.5000 Pirod 4' Side Mount 120.0000 89.00 10.57 6.10 55.00 1.157 14 4.91 4.91 0.5000 Standoff (1) GPS 120.0000 15.00 12.31 7.10 55.00 IA57 14 1.50 1,50 0.5000 APXV18-206517S-C-AC 0.0000 59.10 0.00 -5.18 135.00 1.496 18 5.62 3,47 0.5000 U APXVI8-206517S-C-AC 120.0000 59,10 4.49 2.59 135.00 1.496 18 5.62 3.47 0.5000 U APXV18-206517S-C-AC 240,0000 59.10 -4.49 2.59 135.00 1.496 18 5.62 3.47 0.5000 U 1' Side Mount Standoff 0.0000 54.00 0.00 -4.68 135.00 1.496 18 1.82 1,82 0.5000 I' Side Mount Standoff 120,0000 54.00 4.05 2.34 135.00 1.496 18 1.82 1.82 0.5000 1' Side Mount Standoff 240.0000 54.00 -4.05 2.34 135.00 1.496 18 1.82 1.82 0.5000 Sum 3817,28 Weight, BS Job 9PMA0019A Page 20 of 29 Bay State Design 241 Boston Post Road West Project 160 ft Self Supporting Tower Date 15:26:45 07/23/09 Marlborough, MA 01752 Client Designed by Phone: (508) 229-4100 FAX.- (508) 485-5321 Pocket Communications kw Description Aiming Azimuth ° Weight lb Qffse6 Offset, t z K= qs s CRAc Front iz CAA Side Pirod 15' T-Frame Sector 0.0000 500.00 0.00 -6.30 158.42 1.566 14 15,00 15.00 Mount(1) Pirod 15' T-Frame Sector 120.0000 500.00 5.46 3.15 158.42 I.566 14 15,00 15.00 Mount (1) Pirod UT -Frame Sector 240.0000 500.00 -5.46 3.15 158.42 1.566 14 15,00 15.00 Mount (i ) DB844H90E-XY w/6' 0.0000 31.90 7.50 -8.80 158.42 1.566 14 3,34 5.I6 Mount Pipe DB948F85nE-M w/6' 0.0000 30.40 2.50 -8.80 158.42 1.566 14 2.38 4.68 Mount Pipe DB8441-190E-XY w/6' 0.0000 31.90 0.00 -8.80 158.42 1.566 14 3.34 5.16 Mount Pipe DB948F85T2E-M w/10' 0.0000 45.00 -2.50 -8.80 158.42 1.566 14 3.33 5.63 Mount Pipe DBWH90E-XY w/6' 0.00110 31.90 -7.50 -8.80 159.42 1.566 14 3.34 5.16 Mount Pipe DB844G65ZAXY w/6' 120.0000 37.90 3.88 10.90 158.42 1.566 14 5.14 5.16 mount Pipe DB948F65T2ZE-M w/6' 120.0000 31.90 6.38 6.57 158.42 1.566 14 3.56 3.54 mount pipe DBWG65ZAXY w/6' 120.0000 37.90 7.63 4.40 158.42 1.566 14 5.14 5.16 mount Pipe DB948F65T2ZE-M 120.0000 46.50 8.88 224 158.42 1.566 14 4.51 4.49 w/10' mount pipe DB844G65ZAXY w/6' 120,0000 37.90 11.38 -2.09 158.42 1.566 14 5.14 5.16 mount Pipe DB844065ZAXY w/6' 240.0000 37.90 -11.38 -2.09 158.42 1.560 14 5.14 5.16 mount Pipe DB948F65T2ZE-M w/6' 240.0000 31.90 -8.88 2.24 158.42 1.566 14 3.56 3.54 mount pipe DB844G65ZAXY w16' 240.0000 37.90 -7.63 4.40 159.42 1.566 14 5.14 5.16 mount Pipe DB948F65T2ZE-M 240.0000 46.50 -6.38 6.57 158.42 1.566 14 4.51 4.49 w/10' mount pipe DB844G65ZAXY w/6' 240,0000 37.90 -3.88 10.90 158.42 1.566 14 5.14 5.16 mount Pipe 4"x6' pipe 240.0000 65.00 -6.72 3.88 I00.80 1.376 13 2.25 2.25 4"x6pipe 120.0000 65.00 7A6 4.14 94.00 1.349 12 2.25 2.25 4"x6' pipe 240.0000 65.00 -7.29 4.21 92.00 1.340 12 2.25 2.25 Pirod 4' Side Mount 120.0000 50.00 10.57 6.10 55.00 1.157 11 2.72 2.72 Standoff (1) GPS 120.0000 10.00 12.31 7.10 55.00 1.157 11 1.00 1.00 APXV18-206517S-C-AC 0.0000 32.50 0.00 -5.18 135.00 1.496 14 5.17 3.04 U APXV18-206517S-C-AC 120.0000 32.50 4.49 2.59 135.00 1.496 14 5.17 3.04 U APXV18-206517S-C-AC 240,0000 32.50 -4.49 2.59 135.00 1.496 14 5.17 3.04 U 1' Side Mount Standoff 0.0000 44.00 0.00 -4.68 135.00 1.496 14 1.32 1.32 P Side Mount Standoff 120.D000 44.00 4.05 2.34 135.00 1.496 14 1.32 1.32 P Side Mount Standoff 240.0000 44.00 -4.05 2.34 135.00 1.496 14 1.32 1.32 Sum 2539.80 Weight: SD Job Page SPMA0019A 21 of 29 Buy Male Design Project Date 241 Boston Post Road West 160 ft Self Supporting Tower 15:26:45 07/23/09 Marlborough, MA 01752 Client Designed b g Y Phone: (508)229-4100 Pocket Communications kW FAX, • (508) 485-5321 Elevation Dish Aiming Weight Offset O,fsetz Kz AA qz Jt Description Azimuth 0 lb ft ft ft' psf 100.80 HP4-107 240.0000 79.00 -8.45 4.88 1.376 12.57 23 94.00 PARE-65 120.0000 143,00 8,89 5A4 1.349 28.27 22 92,00 UHX8-59H 240,0000 251.00 -9.03 5.21 1,340 50.26 22 Sum 473.00 Weight: Elevation Dish Aiming Weight Offset. Offset, Kz AA qt tr ft Description Azimuth a lb ft ft ft2 psf in 100.80 HP4407 240.0000 146,19 -8.45 4.88 1.376 13.09 17 0.5000 94.00 PAR6-65 120.0000 292A3 8.89 5.14 1.349 29.05 17 0.5000 92.00 UHX8-59H 240.0000 514.30 -9.03 5.21 1.340 51.29 16 0.5000 Sum 952.62 Weight: Elevation Dish Aiming Weight Offsetz Offs etz Kz AA qz Jt Description Azimuth lb ft jt ft? psf 100.80 HP4-107 240.0000 79.00 -8,45 4.88 1,376 12.57 13 94.00 PARE-65 120.0000 143.00 8,89 5.14 1.349 28.27 12 92.00 L7HX8-59H 240.0000 251.00 -9.03 5.21 1.340 50.26 12 Sum 473.D0 Weight: Load Vertical Sum of Sum of Sum of Sum of Sum of Torques Case Forces Forges Forces Overturning Overturning X Z Moments, Mx Moments, M. lb lb lb lb-ft lb- Ib- t Leg Weight 8797.1, Bracing Weight 10837.63 Total Member Self -Weight 19634.77 13935.03 -9250.89 Total Weight 13935.03 -9250.89 29237.92 Wind 0 deg - No Ice 73, t4 -30367.05 -3160668.33 -15924.75 13049.95 Wind 30 deg - No Ice 18034.25 -29707,57 -2601000.94 -1611159.77 21787.89 Wind 60 deg - No Ice 30120.31 -17108,46 -1499167.59 -2690335.85 26437.OI Wind 90 deg - No Ice 35330.24 -596.48 41969.06 -3143893.40 24428.16 Wind 120 deg - No Ice 32256.32 17329.65 1521147.39 -2946234.16 13696.81 Wind 150deg -No Ice 17122.91 29680.30 2626374.79 -1525720.26 2147.30 Wind ISO deg -No Ice -503.57 33595.48 2979891.99 37959.23 -12120.54 Wind 210 deg -No Ice -17721.50 29437.60 2603549.55 1563320.43 -22625.05 Wind 240 deg - No Ice -32512.16 17561-82 1542761.12 2851820.74 -26746.76 Wind 270 deg -No Ice -35268AO -56,32 8537.62 3119658.22 -20412.55 Wind 300 deg - No Ice -30222.74 46586.12 -1449260.14 2681544,11 -14316.47 Wind 330 deg - No Ice -18045.37 -29526.86 -2584115.91 1593869.44 -5255.76 Member Ice 7320.22 Total Weight Ice 44100.04 35945.95 -20100.70 BD Job Page SPMA0019A 22 of 29 Bay State Design Project Date 241 Boston Post Road West 160 ft Self Supporting Tower 15:26:45 07/23109 Marlborough, MA 01752 Client Designed by Phone: (508) 229-4100 Pocket Communications kW FAX (508) 485-5321 Load Vertical Sum of Case Forces Forces X lb lb Sum of Forces Z lb Sum of Overturning Moments, M !b- Sum of Overturning Moments, M lb- 1 Sum of Torques lb - Wind 0 deg - lee 54.25 -37135.78 -3222409.88 -25069.25 10507,58 Wind 30 deg - lee 18493.52 -30854,28 -2687886.53 -1663798.64 20160.16 Wind 60 deg - Ice 31197.28 -17793.64 -1539515.54 -2797015,31 25573.37 Wind 90 deg - Ice 36420.40 458.06 -7027.41 -3254376.87 24380.12 Wind 120 deg - Ice 32748.38 17911.65 1603551.99 -2909734.97 15114.53 Wind 150 deg - Ice 17793.54 30833,97 2757913.49 -1598149-78 3833.60 Wind 180 deg - Ice-386.78 35110,10 3142123.50 16173.82 -10103,48 Wind 210 deg - lee-18253.13 30646.80 2740312.60 1601039.80 -20803.57 Wind 240 deg - Ice-32945.96 18088.38 1620025.99 2888132.28 -25622.12 Wind 270 deg - Ice-36373.57 -44.49 31695.80 3209825.81 -21341.05 Wind 300 deg - ice-31277.08 -17393.10 -1501991.22 2764368.91 -15469,89 Wind 330 deg - Ice-18503.84 -30716.07 -2674962.54 1624676.14 -6229.27 Total Weight 29237.92 13935.03 -9250.89 Wind 0 deg - Service 41.14 -20456.46 -1781930.93 -2299.56 7340.59 Wind 30 deg - Service 10144.26 -16710.51 -1467118.02 -899619.26 12255.69 Wind 60 deg - Service 16942.68 -9623.51 -846774.26 -1506655.81 14870.82 Wind 90 deg - Service 19873.26 -335.30 -27662.59 -1761781.93 13740.94 Wind 120 deg - Service 18144.18 9747,93 851590.42 -1594348.61 7704.46 Wind 150 deg - Service 9631.64 16695.17 1473280.83 -851559.54 1207.85 Wind 180 deg - Service-293.26 18897.46 1672134.25 28010.17 1 -6817.80 Wind 210 deg - Service -9968.35 16558.65 1460441.63 886025.85 -12726.59 Wind 240 deg - Service -18288.09 9878.52 863748.14 1610807.27 -15045,05 Wind 270 deg - Service-19838,48 -31.69 747,42 1761465.85 -11521.43 Wind 300 deg - Service-17000.29 -9329.69 -819263.82 1515026.67 -8053.02 Wind 330 de - Service-10150.52 -16608.86 -1457620.19 903209.66 -2956.36 Comb. Description No. 1 Dead Only 2 Dead+Wind 0 deg - No Ice 3 Dead+Wind 30 deg - No Ice 4 Dead+Wind 60 deg - No Ice 5 Dead+Wind 90 deg - No Ice 6 Dead+Wind 120 deg - No Ice 7 Dead+Wind 150 deg - No Ice 8 Dead+Wind 180 deg - No Ice 9 Dead+Wind 210 deg - No Ice 10 Dead+Wind 240 deg - No Ice 1 I Dead+Wind 270 deg - No Ice 12 Dead+Wind 300 deg - No Ice 13 Dead+Wind 330 deg - No Ice 14 Dead+lce+Temp S Dead+Wind 0 deg+Ice+Temp 16 Dead+Wind 30 deg+lce+Temp 17 Dead+Wind 60 deg+lce+Temp 18 Dead+Wind90 deg+lce+Temp 19 Dead+Wind 120 deg+Ice+Temp 20 Dead+Wind 150 deg+Ice+Temp 21 Dead+Wind l80 deg+Ice+Temp 22 Dead+Wind 210 deg+lce+Temp 23 Dead+Wind 240 deg+lcc+Temp 24 Dead+Wind 270 deg+lce+Temp 25 Dead+Wind 300 deg+Ice+Temp 26 Dead+Wind 330 deg+Ice+Temp BSD Job SPMAO019A Page 23 of 29 Bay State Design 241 Boston Post Road West Project 160 ft Self Supporting Tower Date 15:26:45 07/23/09 Marlborough, MA 01752 Phone: (508) 229-4100 FAX: (508) 485-5321 client Pocket Communications 1 Designed b g y 1 kw Comb. Description No. 27 Dead+Wind 0 deg - Service 28 Dead+Wind 30 deg - Service 29 Dead+Wind 60 deg - Service 30 Dead+Wind 90 deg - Service 31 Dead+Wind 120 deg - Service 32 Dead+Wind 150 deg - Service 33 Dead+Wind 180 deg - Service 34 Dead+Wind 210 deg - Service 35 Dead+Wind 240 deg - Service 36 Dead+Wind 270 deg - Service 37 Dead+Wind 300 deg - Service 38 Dead+Wind 330 deg - Service W Location Condition Gov. Load Comb. Vertical lb Horizontal, X lb Horizontal, Z lb Leg C Max. Vert 23 168725.06 17587.51 -9366.26 Max. H. 10 160470.20 19972.79 -10724.95 Max. H. l7 -133769.17 -20587.62 11230.74 Min. Vert 17 -133769.17 -20587.62 11230.74 Min, H, 17 -133769.17 -20587.61 11230.74 Min. Hx 10 160470.20 19972.79 -10724.95 Leg B Max. Vert 19 169212.33 -17355.63 -9531.59 Max, H. 25 -131581,49 20393.51 11338.67 Max. H. 26 -112954.55 17332.56 11412.70 Min. Vert 12 -131934.30 16868.41 9304.71 Min. Hx 6 159742.65 -19662.11 -10895.99 Min. H. 6 159742.65 -19662.11 -10895.99 Leg A Max. Vert 15 164593.46 259.20 19604.32 Max_ H. 11 9340.72 2302.84 1031.30 Max. Hz 2 156727.66 303.27 22295.73 Min, Vert 21 -131446.95 -190,46 -22989.52 Min, H. 6 -60994.31 -2238.15 -9166.48 Min. H. 21 -131446.95 -190,46 -22989.52 Load Combination Vertical lb Shear, 1b _ Shear, lb Overturning Moment, Mx lb f1 Overturning Moment, A lbw Torque lh-ft Dead Only 29237.92 0.00 -0.00 13934.36 -9251.15 -0.10 Dead+Wind 0 deg -No Ice 29237.81 73.I0 -36352.60 -3164427.03 -15962.72 13071.37 Dead+Wind 30 deg - No Ice 29237.80 18025.38 -29695.08 -2604035.37 -1612919,70 21842.35 Dead+Wind 60 deg - No Ice 29237.79 30105.96 -17100.42 -1499778.03 -2693340.96 26489.68 Dead+Wind 90 deg - No Ice 29237.79 35314.50 -594.83 41825.60 -3147513.29 24467.55 Dead+Wind 120 deg -No Ice 29237.80 32243.17 17322.68 1522994.31 -2849617.16 13715.69 Dead+Wind150 deg -No Ice 29237.80 17116.08 29666.72 2629329.02 -1527603.44 2147.45 Dead+Wind 180 deg - No Ice 29237.80 -503.47 33579,59 2983191.% 37979.73 -12152.94 Dead+Wind 210 deg - No Ice 29237.80 -17714.57 29424.13 2606503,34 156520&63 -22678.27 Dead+Wind 240 deg -No Ice 29238.07 -32498.94 17555.05 1544652,87 2855197.37 -26793.29 Dead+Wind 270 deg - No Ice 29237.80 -35252.84 -55.27 8723.88 3123252.86 -20519.47 Dead+Wind 300 deg- No Ice 29237.80 -30209,50 -16578,29 -1450837,25 2684529.37 -14337.33 Dead+Wind 330 deg - No Ice 29237.80 -18036.60 -29514.46 -2587145,86 1595586.82 -5256.53 -BS Job SPMA0O19A Page 24 of 29 Bay State Design 241 Boston Post Road West Project 160 ft Self Supporting Tower Date 15:26:45 07/23/09 Marlborough, MA 01752 Client Designed by Phone: (508) 229-4100 FAX: (508) 485-5321 Pocket Communications kw Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment, M Moment, M. lb lb Ib lb-ft lb jt lb ft Dead+Ice+Temp 44100.04 -0.22 -0.29 35986.30 -20128.03 _ -0.20 Dead+Wind 0 deg+lce+Temp 44099.87 54.00 -37112.54 -3227115.82 -25127.35 10568.01 Dead+Wind 30 deg+Ice+Temp 44099.87 18479.80 -30834.25 -2691753.87 -1666070.17 20271.53 Dead+Wind 60 deg+Ice+Temp 44099,86 31174.76 -17781.29 -1541587.63 -2800906.25 25697.96 Dead+Wind 90 deg+lce+Temp 44099.96 36395.34 -456.95 -6840.20 -3259021.56 24489.39 Dead+Wind 120 deg+Ice+Temp 44099,86 32727.13 17899.90 1605935.97 -2913990.08 15177.36 Dead+Wind 150 deg+Ice+Temp 44099.86 17792.06 30812.25 2761762.63 -1600560.56 383t.52 Dead+Wind 180 deg+Ice+Temp 44099.86 -386.79 35094.83 3146454.04 16171.46 -10169.16 Dead+Wind 210 deg+Ice+Temp 44099.87 -18241.82 30625.18 2744160.23 1603418.61 -20915.25 Dead+Wind 240 deg+Ice+Temp 44099.86 -32925.05 19076.55 1622449.92 2892342.25 -25749.34 Dead+Wind 270 deg+Ice+Temp 44099.86 -36349.03 -43.66 31922.83 3214408.36 -21450.22 Dead+Wind 300 deg+Icc+Temp 44099.87 -31255.02 -17381.02 -1504033.14 2768202.76 -15529.79 Dead+Wind 330 deg+Ice+Temp 44099.87 -18490.58 -30696.18 -2678826.49 1626869.82 -622T94 Dead+Wind 0 deg - Service 29237.88 41,07 -2D448.09 -1773856.74 -13026.78 7357.61 Dead+Wind 30 deg - Service 29237.88 10139.45 -16703.40 -1458658.07 -911344.52 12282.47 Dead+Wind 60 deg - Service 29237.88 16934.77 -9619.17 -837550,85 -1519084.56 14900.11 Dead+Wind 90 deg - Service 29237.88 19864.36 -334.91 -17469.55 -1774533.60 13764.87 Dead+Wind 120 deg - Service 29237.88 18136.50 9743.79 862767.23 -1606937.47 7718.30 Dead+Wind 150 deg - Service 29237.88 9627.53 16687.60 1485120.10 -863301.20 1204.86 Dead+Wind 180 deg - Service 29237.88 -283.23 19888.70 1694184.98 17315.39 -6835.52 Dead+Wind 210 deg - Service 29237.88 -9964.26 16551.12 1472274.53 876358.29 -12753.80 Dead+Wind 240 deg - Service 29237.88 -18280,50 9874.35 874944,30 1601974.62 -15075.35 Dead+Wind 270 deg - Service 29237.89 -19829.74 -31.41 10966.57 1752782.46 -11545.01 Dead+Wind 300 deg - Service 29237.88 -16992.51 -9325.46 -810017.47 1506026.17 -8065.12 Dead+Wind 330 deg - Service 29237.88 -10145.83 -16601.79 -1449154.69 893496.76 -2953.38 Sum of Applied Forces Sum of Reactions Load PX PY PZ PX Py PZ %Error Comb. lb lb lb lb lb lb 1 0.00 -29237.92 0.00 -0.00 29237.92 0.00 0.000% 2 73.14 -29237.92 -36367.05 -73.10 29237,81 36352.60 0.031% 3 18034.25 -29237.92 -29707.57 -18025.38 29237.80 29695.08 0.034% 4 30120.31 -29237.92 -17108.46 -30105.96 29237.79 17100.42 0.036% 5 35330.24 -29237.92 -596.08 -35314.50 29237.79 594.83 0.034% 6 32256.32 -29237.92 17329.65 -32243.17 29237.80 -17322.69 0.032% 7 17122.91 -29237.92 29680.30 -17116.08 29237.80 -29666.72 0.034% 8 -503.57 -29237.92 33595.48 503.47 29237.80 -33579.59 0.036% 9 -17721.50 -29237.92 29437.60 17714.57 29237.80 -29424.13 0.034% 10 -32512.16 -29237.92 17561.82 32498.84 29238.07 -17555.05 0.032% ll -35268.40 -29237,92 -56.32 35252.94 29237.80 55.27 OA34% 12 -30222,74 -29237.92 -16586.12 30208.50 29237.80 16578.28 O.D36% 13 -18045.37 -29237.92 -29526.86 18036.60 29237.80 29514.46 0.034% 14 0.00 44100.04 0.00 0.22 44100.04 0.29 0.D01% 15 54.25 -44100,04 -37135.78 -54.00 44099.87 37112,54 0.0400/6 16 18493.52 -44100.04 -30854.28 -18479.80 44099.87 30834.25 0.043% 17 31197.28 -44100.04 -17793.64 -31174.76 44099.86 17781.29 0.045% 18 36420.40 -44100.04 -458.06 -36395.34 44099.86 456.95 0.044% 19 32748.38 -44I00.04 17911.65 -32727.13 44D99.86 -17899.90 0.042% 20 17793.54 -44100.04 30833.97 -17782.06 44099.86 -30812.25 0.043% 21 -386.78 -44100.04 35110.10 386.79 44099,86 -35094.83 0,045% 22 -18253.13 -44100,04 30646.80 18241.82 44099.87 -30625.18 0.043% 23 -32945.96 -44100.04 18089.38 32925.05 4409%86 -18076.55 0.041% 24 -36373.57 -44100.04 -44.49 36349.03 44099.86 43.66 0.043% 25 -31277.08 -44100,04 -17393.10 31255.02 44099.87 17381.02 0.044% 26 -18503.94 -44100.04 -30716.07 18490.58 44099.87 30696.18 0.042% 27 41.14 -29237.92 -20456.46 -41.07 29237.88 20448.09 0.023% BSD Job SPMA0019A Page 25 of 29 Bay State Design 241 Boston Post Road West Project 160 ft Self Supporting Tower Date 15:26:45 07/23/09 Marlborough, MA 01752 Client Designed by Phone: (508) 229-4100 FAX., (508) 485-5321 Pocket Communications kw Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ % Error Comb_ lb lb Ib lb lb lb 28 10144.26 -29237.92 -16710.5I -10139.45 29237.88 16703.40 0.024% 29 I6942.68 -29237.92 -9623.51 -16934.77 29237.88 9619.17 0.026% 30 19873.26 -29237.92 -335.30 -19864.36 29237.88 334.91 0.025% 31 18144.18 -29237,92 9747.93 -18136.50 29237.88 -9743,79 0,024% 32 9631.64 -29237,92 16695.17 -9627.53 29237.88 -16687,60 0,025% 33 -283.26 -29237.92 18897.46 283.23 29237.88 -18888.70 0.025% 34 -9968.35 -29237.92 16558.65 9964.26 29237.88 -16551.12 0,024% 35 -18288,09 -29237.92 9978.52 18280.50 29237.88 -9874.35 0.024% 36 -19838.48 -29237.92 -31.68 19829.74 29237A8 31.41 0.0251/6 37 -17000.29 -29237.92 -9329.69 16992.51 29237.88 9325.46 0.025% 38 -10150.52 -29237.92 -16608.86 10145.83 29237.88 166OL79 0.024% Load Converged? Number Displacement Forge Combination of Cycles Tolerance Tolerance 1 Yes 4 0.00000001 0.00000001 2 Yes 4 0.00026768 0.00037948 3 Yes 4 0.00029126 0.00041355 4 Yes 4 0.00030931 0.00043945 5 Yes 4 0.00029039 0.00041268 6 Yes 4 0.00026800 0.00038072 7 Yes 4 0.00028919 0.00041122 8 Yes 4 0.00030840 0.00043825 9 Yes 4 0.00028889 0.00041050 10 Yes 4 0.00026832 0.00037966 11 Yes 4 0.00028942 0.00041116 12 Yes 4 0.00030869 0.00043859 13 Yes 4 0,00029071 0.00041285 14 Yes 4 0.00000001 0.00006640 15 Yes 4 0.00042085 0-00059652 16 Yes 4 0.00044516 0.00063177 17 Yes 4 0.00046439 0.00065932 18 Yes 4 0.00044466 0.00063150 19 Yes 4 0.00042266 0,00060009 20 Yes 4 0.00044363 0.00063014 21 Yes 4 0.00046332 0.00065760 22 Yes 4 0.00044379 0.00062981 23 Yes 4 0.00042199 0,00059792 24 Yes 4 0.00044271 0.00062811 25 Yes 4 0.00046235 0.00065604 26 Yes 4 0.00044315 0.00062878 27 Yes 4 0.00000001 0.00039935 28 Yes 4 0.00000001 0.00040919 29 Yes 4 0.00000001 0.00042435 30 Yes 4 0.00000001 0.00040925 31 Yes 4 0.00000001 0,00039147 32 Yes 4 0.00000001 0.0004082I 33 Yes 4 0.00000001 0.00042319 34 Yes 4 0.00000001 0.00040762 35 Yes 4 0.00000001 0.00038991 36 Yes 4 0.00000001 0,00040741 37 Yes 4 0_00000001 0,00042285 38 Yes 4 0.00000001 0.00040795 BS Job SPMA0019A Page 26 of 29 Bay State Design 241 Poston Post Road West Project 160 ft Self Supporting Tower Date 15:26:45 07/23/09 Marlborough, MA 01792 Client Designed by Phone: (508) 229-4100 FAX. (508) 485-5321 Pocket Communications kw Section Elevation Size L L. KI/r F. A Actual Allow. Ratio No. P Po P ft ft j7 ksi iy? Ib Ib Po TI 160 - 140 „P2 5x.203 20,00 4.00 50.7 17.945� L7040 -15744.40 30408.30 0.518 K=1.00 V T2 140- I20 P2.5x.203 20.06 5.01 63,5 16.698 1,7040 -34206.50 28454.50 1.202 K=1.00 V T3 120 - 106.67 P30 13.37 6.68 70.6 16.015 3.0159 -46354.70 4829930 0.960 K=1.00 V T4 106.67 - 100 P3x.3 6.69 6.69 70.6 16.009 3.0159 -52953.90 48283.50 1.097 K=1.00 Y TS 100 - 80 P4x.237 20.06 6.69 53.1 17.633 3.1741 -75421,10 55967.40 1.348 K=1.00 X HI-3 (1.35 CR) - 95 T6 80 - 60 P5075 20.06 6.69 43.6 18.419 6.1120 -99046.80 112578.00 0,880 K=1.00 V T7 60 - 40 P6x.432 20.06 10.03 54.8 17.487 8.4049 -120754.00 146974.00 0,822 K=1.00 V T8 40 - 20 P6x.432 20.06 10.03 54.8 17.487 8.4049 -143903.00 146974,00 0.979 K-L00 V T9 20 - 0 P6x.432 20.06 10.03 54.8 17.487 8.4049 -166016.00 146974.00 1,130 K=1.00 V Section Elevation Size L L. Kl/r Fa A Actual Allow. Ratio No. P Pa P ft ft ft ksi in? lb lb P T1 160 - 140 L1 3/4x1 3/4xt/4 7.71 3.71 128.1 9.101 0,8125 -2440.24 7394.30 0.330 K=0.98 V T2 140- 120 L2x2x1/4 10.19 SA4 148.9 6.737 0.9380 -2734.99 6319.14 0.433 K=0.94 � f T3 120-106.67 L21/2x212x1/4 12.44 6.31 146A 7.001 1.1900 -3487.66 8330.88 0.419 K=0.95 V T4 106.67 - 100 L2 1/2x2 120/4 13.19 6.68 153.0 6.383 1.1900 -3782.05 7595.60 0.498 K=0.94 I/ T5 100-80 L21/2x212xi/4 15.49 7.78 173.5 4,961 1.1900 -5524.53 5903.30 0.936 K=0.91 V T6 80 - 60 L3x3xl14 17.89 9.93 166.5 5.397 1.4400 -5903.55 7757.40 0.749 K=0.92 V T7 60-40 L.31/201/2x1/4 21.46 10,79 170.7 5,122 L6900 -6831.81 8656.42 0.789 K=0.92 V T8 40 - 20 L3 120 1/2x1/4 22.63 11,37 178.4 4,690 1,6900 -8218.32 7925.86 1.037 K=0.91 6/ T9 20 - 0 LAx4x 1/4 24.99 12.55 173.0 4.990 1.9400 -9566.29 9680.22 0.988 9 B� Job Page SPMA0019A 27 of 29 Bay State Design Project Date 241 Boston Post Road West 160 ft Self Supporting g Tower 15:26:45 07/23/09 Marlborough, MA 01752 Client Designed b g v Phone: (508) 229-4100 Pocket Communications J kw FAX. (508) 485-5321 Section Elevation size L L. Kl/r F. A Actual Allow. Ratio No. P Po P ft ft ft ksi in' lb lb PQ K=0.91 V Section Elevation .Size L L KVr Fa A Actual Allow. Ratio No. P Po P ft ft ft ksi in lb lb PQ T1 160-140 U0x1/4 6.59 6.35 125.4 9.500 1.4400 -9.71 13680.50 0.001 K=0.97 6/ T3 120-106.67 L21/2x21/2x1/4 9.20 8.96 180.9 4.564 1.1900 -247.01 5431.47 0.045 K=0, 83 T4 106.67-100 L3x3x5/16 10.94 10.65 179.6 4.628 1.7800 -379.60 8238.71 0.046 K=0.83 V Section Elevation Size L L. K!/r Fa A Actual Allow. Ratio No_ P P P ft ft ft ksi i"2 lb lb pp T1 160-140 P2.5x.203 20.00 4.00 50.7 21.000 1.7040 12534.30 35785.10 0.350 T2 140 - 120 P2.5x.203 20.06 5.01 63.5 21.000 1.7040 28001.50 35785.10 0.782 T3 120 - 106.67 P3x.3 13.37 6.68 70.6 21.000 3.0159 37625.50 63334.50 0.594 T4 106,67 -100 P3x.3 6.69 6.69 70.6 21.000 3.0159 42700.20 63334.50 0.674 T5 100 - 80 P4x.237 20.06 6.69 53.1 21.000 3.1741 60346.50 66655.00 0.905 V H1-3 (1.34 CR) - 94 T6 80 - 60 P5075 20.06 6.69 43.6 21.000 6.1120 79359,00 128351.00 0.618 V T7 60 - 40 P6x.432 20.06 10.03 54.8 21.000 8.4049 95983.40 176504.00 0.544 4/ T8 40 - 20 P6x.432 20.06 10.03 54.8 21.000 8.4049 113328.00 176504.00 0.642 Ir T9 20 - 0 P6x.432 20,06 10.03 54.8 21.000 8.4049 129753.00 176504.00 0.735 V c D Job 5PMA0019A Page 28 of 29 Bay State Design 241 Boston Post Road West project 160 ft Self Supporting Tower Date 15:26:45 07/23/09 Marlborough, MA 01752 Client Designed by Phone: (508) 229-4100 FAX.- (508) 485-5321 Pocket Communications kw Section Elevation Size L L KI/r Fa A Actual Allow. Ratio No. P P. P ft ft ft ksi in 1 Ib lb P. Tl 160 - 140 L1 3/4x1 3/4xl/4 7.71 3,71 84.3 21.600 0.8125 2358.64 17550.00 0.134 T2 140 - 120 L2x2xl/4 10.19 5,14 101.3 21.600 0.9380 2698.37 20260.80 0,133 T3 120 - 106.67 L2 1/2x2 1/2xl/4 12.44 6.31 98.4 21,600 1.1900 3436.07 25704.00 0.134 T4 106.67 - 100 L2 1/2x2 1/2x1/4 l3.19 6.68 104.2 21.600 I_1900 3644.67 25704.00 0.142 TS 100 - 80 L2 1/2x2 1/2xl/4 15.49 7.79 121.4 21,600 1.1900 5332.69 25704.00 0.207 T6 80 - 60 L3x3xl/4 I7.89 8.93 115.2 21.600 1.4400 6204.96 31104.00 0.199 T7 60 - 40 L3 1/20 1/2xl/4 21.46 10.79 118.8 21.600 1,6900 7590.13 36504.00 0.208 T8 40-20 L3112x31/2xl/4 23.80 11.96 131.6 21.600 1.6900 8677.53 36504.00 0.238 Y T9 20 - 0 L4x4x1I4 26.19 13.15 126.3 21.600 1.9400 9942.90 41904A0 0.235 V Section Elevation Size L L. KI/r Fa A Actual Allow. Ratio No. P P P �} ft ft ksi in? lb lb Pp T1 160 - 140 L3x3xl/4 6.59 6.35 81.9 21.600 1.4400 22.80 31104.00 0.001 V T3 120-106.67 L2 1/2x2 1/2xl/4 9.20 8.96 139.8 21.600 1.1900 226.05 25704.00 0.009 V T4 106.67 - 100 L3x3x5/16 10.94 10,65 138.6 21.600 1.7800 341.08 38448.00 0_.0009 Y Section Elevation Component Size Critical P SF*Plfl % Pass No_ ft Type ,Element lb lb Capacity Fail T1 160 - 140 Leg P2.5x.203 2 -15744.40 40534.26 38.8 Pass Diagonal LI3/4x13/4xl/4 9 -2440.24 9856.60 24.8 Pass Top Girt L3x3x1/4 5 22.80 41461.63 0.2 Pass T2 140 - 120 Leg P2.5x.203 38 -34206.50 37929.85 90.2 Pass Diagonal L2x2xl/4 40 -2734.99 8423.41 32.5 Pass T3 120-106.67 Leg P3x.3 65 46354,70 64382.97 72.0 Pass Diagonal L2 1/2x2 1/2xl/4 70 -3497,66 11105.06 31.4 Pass Top Girt L2 1/2x2 1/2xl/4 69 -247.01 7240.15 3.4 Pass T4 106.67 - 100 Leg P30 83 -52953.90 64361.90 82.3 Pass Diagonal L2I/2x21/2x1/4 88 -3782.05 10124.93 37.4 Pass Top Girt L3x3x5/I6 87 -379,60 10982,20 3.5 Pass TS 100 - 80 Leg P4x.237 95 -75421.10 74604.54 101.1 Fail K Diagonal L21/2x21/2xl/4 98 -5524.53 7869.10 70.2 Pass tt�� BSD Job SPMA0019A Page 29 of 29 Bay State Design 241 Boston Post Road West Project 160 ft Self Supporting Tower Date 15:26:45 07/23/09 Marlborough, MA 01752 Client Designed by Phone_ (508) 229-4100 FAX_ (508) 485-5321 Pocket Communications kw Section Elevation Component Size Critical P SF*Pap_ % Pass No. ft Type Element 1b lb Capacity Fail T6 80 - 60 Leg P5x.375 116 -99046.80 150066.47 66.0 Pass Diagonal L3x3xl/4 119 -5803.55 10340.61 56.1 Pass T7 60 - 40 Leg P6x.432 137 -120754.00 195916.33 61.6 Pass Diagonal Q 1/20 1/2x1/4 140 -6831.81 11539.01 59.2 Pass 78 40 - 20 Leg P6x.432 152 -143903.00 195916.33 73.5 Pass Diagonal L31/2x31/2xl/4 161 -8218.32 10565.17 77.8 Pass T9 20 - 0 Leg P6x.432 167 -166016.00 195916.33 84.7 Pass Diagonal L4x4x1/4 176 -9566.29 12903.73 74.1 Pass Summary Leg(T5) 101,1 pail Diagonal 77.8 Pass (T8) Top Girt 3.5 Pass (T4) RATING = 101.1 Fail X Program Version 5.3.1.0 - 10/3/2008 File:NJERITower- R1SA Tower/Pocket Communications/SPMA0019A/SPMA0019A.eri pocket, - SMART WIRELESS SPMAOO19A 591 NORTH WEST STREET L 1 GL i 1 1 A M e MA t 01030 :`, 'ECTIMA SERVICES r.A II I, 21 0 2: 22 t' 6`! �!U M PLAN A WAR- z z U I PROJECT SCOPE I () VICINITY MAP (NOT TO SCMX) I CODE COMPLIANCE I SHEET INDEX I THE PROPOSED SCOPE OF WORK GENERALLY ENTAILS THE INSTALLATION OF: 1. TELECOMMUNICATIONS ANTENNAS, COAX. ICE BRIDGE OR CABLE TRAY, RADIO & PPC CABINET INCLUDING THE NECESSARY UTILITIES. 2- A TOTAL OF (3) PROPOSED PANEL MITE14W MOUNTED TO THE EXISTING STRUCTURE. 3. ELECTRIC do TELCO SHALL BE ROUTED ABOVE OR UNDERGROUND TO THE PROPOSED EQUIPMENT W ACCORDANCE WITH LATEST NEC EDITION ADOPTED BY LOCAL AUTHORITIES. PROJECT SUMMARY APPIJ"NT I LESSEEE;:,-''ra,-.,...-3•' YOUGHIOGHENY COMMUNICATIONS �££E n� �.y,�rlr r }."`.�a �,3.i �ye<i pa - d�36 �i°k"8_^'a.l''? lea` • 1 - ■COMMUNICATIONS a yT+ $ paw S. c 3i 'gi, i ppy4�b i I 'L�, 6 d' .. 'tF `Ug ■ _ 1 • i 3 S C k �p5e i r{i. ^C $ Vq �§31 Y y'v I F� �1 - l - 01105 PROPERTY O,,�i Y� {{ t, , r � �' �.71 �?•�s' ,1 g€ �, '� @t �x - �y ��� n � "a 41 t dam `i�`i?, �'. `' ►T rOL SITE ADDRESS: ♦'STREET ��Ei}s �CE_tP8 x° t' d � fix' hi { %'s- g } "`ek •s ' u s �,: ]"_€. s x�g?gYl I '. i t y AGAWAM, MA 01030 a t •# � s � �€ ; ��, � Sa v k �°"5 + � B 'a,r^r a1, � ��Y4 � �( PROPERTYOWNER: f.i.P � � 4 =IY 1 � IS k I� L �' { E� { rl-°. •y � � � l � E I hl ��.Ri P.O. BOX 2210Y SPRINGFIELD, MA D1102 TOWER OWNER: WWLp—Tv -2 P.O. BOX 2210 SPRINGFIELD. IwAoim . DIRECTIONS DRIVING POCKET COMMUNICATIONS CONSTRUCTION i-if .. •l1. . E f,ii STRUCTURE TYPE: LAT110E TOWER START OUT .ING SOUTHEAST ON FEDERAL.- ONTO TAYLOR FOLLOW . • STREET TO DWIGHT STREET. TURN LEFT ONTO DWIGHT STREET. FOLLOWDwIGHT Tit COORDINATES: LATITUDE: M 47 135' 01.71" HARRISONRIGHT ONTO HARRISON AVE.. .HARRISON1 BOLAND WAY. FOLLOW BOLAND WAY TO MEMORIAL ROTARY TAKE SECOND EXIT To MA-147/mEmoRLAL AvE, FOLLOW LONGITUDE- MEMORIAL . SPRiNGFiELD STREET. TURN RIGHT ONTO SPRINGFIELD FOLLOW ORTH NORTHTO ONTO NORTHFOLLOW .- . NONTO NORTH WEST ST. ACCESS ROAD IS LOCATED ON LIEFT, 1. BUILDING CODE: SBC-20D5. 2003 INTERNATIONAL BUILDING CODE WITH CT SUPPLEMENT. 2- ELECTRICAL CODE: NEC-20D5. 2005 NATIONAL ELECTRICAL CODE PROJECT INFORMATION 1- THIS IS AN UNMANNED TELECOMMUNICATION FAC! LiiY CONSISTING OF BTS EQUIPMENT AND PANEL ANTENNAS- 2. ALL ITEMS SHOWN HEREON ARE EXISTING UNLESS OTHERWISE NOTED. 3. THIS IS AN UNMANNED FACILITY. THE SITE WILL CREATE NO TRASH. THUS REQUIRES NO DUMPSTEFL 4. DEVELOPMENT AND USE OF THE SITE WILL CONFORM TO ALL APPLICABLE CODES AND ORDINANCES. 5. EMERGENCY POWER SUPPLY IS A CELL PACK 8ATTERY SOURCE AND NOT A FLAMMABLE LIQUID SOURCE. B. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. 7. THE POCKET COMMUNICATION MAINTENANCE CREW (TYPICALLY ONE PERSON) WILL MAKE AN AVERAGE OF ONE TRIP PER MONTH AT ONE HOUR PER VISIT- S- FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION, HANDICAPPED ACCESS NOT REQUIRED. SHEET RESCRIPTION T-1 TITLE SHEET GN-1 GENERAL NOTES A-1 COMPOUND AND EQUIPMENT LAYOUT Pt A-2 ELEVATION A-3 CONSTRUCTION OE€AILS E-I POWER dr GROUNDING RISER 'DIAGRAMS AND DETAILS L&JURLORD: 1,300tz APPROVALS GENERAL CONTRACTOR NOTES UNDERGROURI) SERVICE ALERT CALL TOLL FREE 1-888-DIG-SAFE THREE WORKMJC DAYS BEFDRE YOU DIG DO NOT SCALE DRAIiTINGS CONTRACTOR SHALL VERIFY ALL PLANS AND ExISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. Pocket Communications I Federal Street Building # 1 1 1 Springfield, MA 01105 M /ilXTON ANYIPI 1[O■i01PGY. 1�" BAY STAM Dy4ICw1q no ew■ aes■If a1G 7bgppp„�a, ilA Ll%w ❑/ I FENGINELR/1A'ND SURVEYOR DATE I IT Is . 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LEASE AREA EXISTING 11 I ELL, 11 �� EXISTING OVERHEAD, CONDVIT 1R "`1 POWER LINL UTILITY POLE %—F%—%—%—%waJ _COMPOUND PLAN SCALE: ,/a'n,'-D' QPROPOSED POCKET RF SYSTEM SCHEDULE SECTpR ANTENNA AZIMUTH DpWNT3LT RAD CTR, FT. AGL MAKE MODEL FEED PCS COAX WE. IN. CDASt MFR_ LENGTH, FT, SEE HOTE t35'x RF5 AP%V18-%D65r75-C-ACv RO7TGM , 5/B'mRFS (LCF,Sfl-SOH) ,6D'; IB. LIB t75SEENOTE135'sRF5 AP7(y1H-2065t75-C-RCU BOTTOM 15/e-o RFS (LCF158-SGJL) 160'3 LAL,P,.HIR,IIR70' IG.IIG3tS' SEE NOTE ,35'x RF5 APXVtB-2os5t7$-C-ACUOMmRF5 (LCF158-SOJL)t Ir ar In PRIMARY - N/A RF5 N,GBOrMA BOTTOM 7/2• RF5 30'f • COAM GABLE LENGTHS ARE ESTrMATES; CONTRACTOR SHALL VERIFY rN FIELD. • REFER 10 %F➢5 ANTENNA SHEET F00. FINALTLLT AND AZIML>FRG J POCKET GP5 A-3 ANTENNA MOUNTED ON PROPOSED H-FRAME 7 3 PROPOSED POCKET PPC- CAENNET MOUNTED O!I M3 E-1 PROPOSED N--FRAME I I I f �PROPOSED POCKET F I 6--'-0"Y6'-O' A-3 LEASE AREA YYP F I , + I1 F !f L—�—fJ---- 1f !f PROPOSED POCKET HIS B 7 CA9INEY YWNIED DH PROPOSED H-iFLAYE PROPOSED POCKET 5 EDWPYENT H-FRMIE � ICE BRIDGE Y I F 1 l lP'ROPDSED T:AHLE IJL➢DER A-3 PROPOSED POCKET ! f � uwDExDPavEx a ! f h lELCO CONDUIT RUN E-1 11 r 1 EXISTING 195'* A.C.L. r r LATTICE TOWER r, r! -1sL EQUIPMENT LAYOUT PLAN 2 TOWER U z U P4 Pocket Communications 1 Federal Street 8uifid ing #1 t 1 Springfield, MA 07105 Z41 Doren Post Nona west M XTON Marlborough. MA 037ST Phoaa, spg-2^_941 �9 Fa%; 50g-3h33321 BAY STATE Day slab Ursigo. Inc D E SIGN Arehll:eta • Eny�n«ra . 241 13— Posl 0.wJ west Flarlhomogk, MA 0I152 Pkonr: 5n8-72941oa -- ------'—"",;. F— 5RF-ax5-57Z1 Copyright F, 20t14 Ray Sow thsijp, rrlralraand �?"+ASASTRY y� r :,AIYRPRASAD . m A JIILIIVEER%L'AND SURVEYOR DATE I i< 15 A Ii,GLATIGN OF LAW FOR ANY PERSON, UNLESS THEr ARE ACTING UNDER THE DLRtcTwu of A T.1cExseD PROFE55KJNAL ENGINEER, TO ALTER TRI$ DOEDMENT_ REVISIONS r 67/Ol/69 CON$TRUGTNIN FINA! 0 86/29/89 ISsuEp MR REVIEW REV DATE DESCRIPTION PROJECT N: ADDRESS DESIGNm 6F. NW SCALE: 2e82.,D7 wH �` Ylc DRTO As NOTED CHEfJIFD BY:TAVMC SRF 13A14F: SPMA0019A AGAWAM, MA 59i NORTH WEST STREET AGAWAM, MA 01030 DRAWING IPLE� COMPOUND AND EQUIPMENT LAYOUT PLANS DRAWING NO: A-1 _ _TGP GF_91i' NG U_TTIC_E 701MER ELEV — IS 9 t FROF'OSED POCKET PA/EL ANIEPM A-3 (TYP. t PER SEIC�OR. 10TAL OF 3) EXISIFNG VERRGN ANTENNAS _—_� ELEV.. - 158 =3 3 A6.L ELEV. — T36 f AGA.. _._ C.L OF EXISnNG QISH AtMt!�,_-_-- ELEV. — 95—Orf AG.L ---_ C'{,�OF—€XISTIN=-QLSH AtML_ `--- ELEV. - 9Q`-0'3 A6.L ___ C.L OF E705[INC DISH N_RENNA __—_� s s A-3 E-T z z U 11 aer�� Pocket Communications 1 Federal Street Building #111 Springfield, MA 01105 m"It. 1EC�. m BAY STATE i T1F4T['j H I �.0.0- 241 911km Pn.T ILL Md phw 7af-220-4100 IIeA4aawo%, III. OIM F— 00 _4M_5U1 CapriFN C 2009 Bay sw D-P. Fwoapomw -�ti;� p� fuigss9 �nASAsz� G BRA SAV N w Aw21096 -tea TI "ENGUMER/LAND SURVETUR DATE t R IS A VIOLATON OF Ulf FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTiM OF A LICENSED PROfEss1ONAL ENCWEER. TO ALTER TMS OCWIC DNT_ REVISIONS 2 /23/09 REV T11LE SKEET K 7/OK/09 CAKSTRtpcTwx FN111L p /09 ISSUED FOR REVIEW REV DATE DESCRIPTION F'RDIECf %: 0iE51RE0 n W 2D.T07 ORBK 62�: A5 RATED Iff SPMA0019A AGAWAMT MA 5M NORTH WEST WWET AGAWAM, AAA DUM ELEVATION A-2 2 LI SECTOR GAMMA AzIMVTH .315' I E)CISTINC LATTCE TOWER SECTOR BETA AZIMUTH 115' SECTOR ALPHA J AZIMUTH 70- -EXISTC1ING WLIi LLG UNNL RSAL TAPERED LEG CLAMP KIT (RFS P/N: 916997) PROPOSED 2 3/S"P O.D. ANTENNA MOUNTING FIFE (TYP,-3) ANTENNA MOUNT DETAIL SCALE: N.T.S. FOSI CAP 2-1/2-0 U-BOLT (TYP) 4.3x1/4.0'-10 LG (LLV) 5/8"0 BOLT (TYP) 2r2r5/16r2'-8' LG 2 1/2"6 STANDARD PIPC DOUBLE NUTS & WASHERS 7-(:- � 3.3r 114.2'-8" Lk; ! i 5000 PSI CONCRETE PIER 70"P S11E PRO GRIP STRUT BRIDGE CFUWNCL (PART Y PROPOSED ICE BRIDGE NO. GRS24) F--------- - - - - - - - -- PIPE 3 STD. (TYP, OF 4) ACDATA PPG NORTEL CDMA - CABINET FASTENED BTS 3231 I — — — I TO CHANNELS CABINET I � I I I q i ____..___ I 1 i Ifj B-UNE 826-SH-CALV-120 CHANNEL (TYP. OF 5) CUT I I I i TOLENGTH I' CHAMFER (TYP-) � i I I I I I I FIN. GRADE -47777 3/8'0 n}07 U-BOLT PER ________ I i CHANNEL)2 (6) r4 RCBAR VERY.� NORTBTS C 231 5 CABINET 1 1/2 MIN, — A-3 L--- �— J /3 REBAR 71E5� o e' O.C. uMITs Dr PacKET COMM LNICA11DN5 6'.6' LEASE AREA EQUIPMENT CABINET SUPPORT FRAME DETAIL GALV GRIP STRUT 2.2.5/16.1'-5" LG w/ 3/4"0 HOLES ® 2 1/2- O.C. 1/2-P THREADED Roo (1'-B- LI) COAX CABLE W/ BUTTERFLY CLIPS 3 16 I' (TYP)� 2 1/2" STD. GALV. $ $ PIPE BASE PL # 4 HOLES FOR 1/2'P BOLTS SECTION '•B- B_ 4 - 1/2"0 HILTI KWIK BOLT n1 1 OR APPROVED ECUAL 1 (MrNIMOM EMBEDMENT OF 3 112") 70P OF (E) CONCRETE PAD •• .NUBS: 1.) ALL STEEL SHALL BE HOT DIPPED GALVANIZED. ALt BOLTS 10 BE FURNISHED WITH LOCK WASHERS AND NUTS, 2.) SEE DETAIL "A' FOR MOLNTING ICE BRIDGE ❑ETAII., 'A TO CCNCRFTE PAD 3) 5000 PSI COMMERCIAL-OOIR-CRETE- MAY BE USED FOR PIERS ICE BRIDGE DETAIL 2 SCALE: N.T.S. PIPE 3 STD. GALV. w/ FENCE POST CAP. PROVIDE 3' MIN. EMBEDMENT INTO CONCRETE (11'P. OF 4) SITE PRO FOUR POST BRIDGE SUPPORT BRACKET {PART NO. FP24) TRAPEZE KIT & TOWEI COAX (BEYOND) MEMB (TYP) 3/8.0 A307 U-BOLTS (TYP. 2 PER CHANNEL) B-LINE B26-SH-GALV-120 CHANNEL OYP. OF 5} CUT 11 TO LENGTH SNAP UI CARLI ACDATA PPC (TYP) CABINET FASTENED TO — —r CHANNELS `12'P CONCRETE FOONDAIION (TYP.) EQUIPMENT FRAME ELEVATION 5 SCALE'. 3/4'-1'-O" CABLE MOUNTING DETAIL CPS CONNECTOR NIT (P/N- NTL379AA 1-375 FT.) 2 1/2- SID. GALV. PIPE BASE PL 1/4 LEVELING FL (OPTIONAL) 3/4- MIN- NON-SHRENH GROUT CENERAI RECEPTAC FACDATA POWER PROTECTION CA&NET (PPC} SPECK CATIONS DIMENSIONS 40 *l . 20'W PPC CABINET DETAIL 3 SCALE: N,T,S. VSTALL HOIST DRIP AT TOP IF TOWER PARTIAL ILLEVATION OF TOWER (TYPK:AL FOR OPPOSITE SIDE 1 COAX SUPPORT DETAIL 6 SCALE: NTS iTMA CPS ANTENNA TING. CABLE TO ANTENNA MAST TO ANTENNA COUPLER NUT GROMMET *��E CONNECTOR E�7 STD. PIPE TO EQUIPMENT CABINET TLIGHTNING PROTECTION DEVICE GPS ANTENNA DETAIL SCALENT.S.• z U H z U 1� 0 !4 NORTEL 07S 3231 CABINET SPECIFICATIONS STS DIMENSIONS 1 17-7"D r 224'V1 . 36-1-H BATTERY ENCLOSURE DIMENStpNS 14.5p . 23,25W . 23.25"H WEIGHT W/( BATTERY 240 LBF. MAX WEIGHT W/ BATTERIES 760 CBS. MAX NORTEL BTS 3231 CABINET MINIMUM CLEARANCES DIRECTION MINIMUM CLEARANCE CAOINLT BOTTOM CABINET FRONT p Pocket CommunicotFons 1 Federal Street Building #111 Springfield, MA 01105 Bos 211 ton Ng Road 'AesT �T01V 9lmlb. -9h, MA 01752 Ahnnc 59F �'„9 41110 F a.5064N s.tt21 SAY STATE Barsl.kcDesigr.I— D E S 1 G TI A111,111— - Engln — Tat Hl Nn P.I. RI,M west ---- 11arlhmnolTh. MA 01112 _--- Phnne: 511-1,"i" 56K-IK5. 5321 Capyrighl C DxN Si) SRI' 11-0. Irav+po w i ENGINEER/LAND SURVEYOR DATE I N IS A VK)LAIIOM OF LAW FOR ANY PERSON- UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. REVISIONS 1 D7/01/09 CONSTRUCTION FINAL 0 061 ISSUED FOR REVIEW REV DATE OESCRIPTION PROJECT i- OESOCKI) BY- UX SCALE- BRurr1 BM Mx zIe2.1p7 UIECKED BY:TAy/RF As Npr60 SITE NAA1F: SPMA0019A AGAWAM, MA STYE ADDRESS: 591 NORTH WEST STREET AGAWAM, MA 01030 DRAWING YNiE CONSTRUCTION DETAILS 27 $ tig�WlN{1-NQ; BTS CABINET DETAIL A - 3 SCALE: N,T. S. 11 PROPOSED POCKET 6'-0"K6"-0" LEASE AREA PROPOSED 6 BOATEL HD 3231 A-3 Q_ A-3 I --------� I I I I _.PROPOSED MASTER B GR OUEQNUIPMEND BAR MOFRUNTEDAME TQ T I i PROPOSED POCKET CAPS I A_3 ANTENNA MOUNTED TO �1_ PROPOSED SUPPORT FRAME I PROPOSED r2 I I I ICE BRIDGE A-} II I I- I 1 - - - -- PROPOSED 125A 120/24DV, 1-PH, METER PROPOSED 100A RATED ACDATA, ILL (INTEGRATED LOAD CENTER), WITH BUILT IN TRANSFER SWITCH AND 3 3 SOCKET (VILBANK OR APPROVED EQUAL) W/ SURGE PROTECTION, MAIN CIRCUIT A-3 E-1 IODA 2P CIRCUIT BREAKER TO DE 6nq 2P. 120/240V BREAKER DISCONNECT (SEE NOTE 2) (SEE NOTE 2) EQUIPMENT LAYOUT PLAN VIEW 1 SCALE. N.T.S. NOTE: T. MAXIMUM VEKnCAL/HORIZDNTAL DISTANCE BETWEEN CABLE GROUNDMG KITS SHALL NOT EXCEED 100 FEET. INSTALL ADDITIONAL KITS AS REQUIRED BY FIELD CONDITIONS. !6G — EXISTING LATT)CE TOWER SURGE ARRESTOR COAX K:E BRIDGE JUMPER -COAX CABLE CPS ANTENNA PROPOSED CIGB - /2G BO DED TO ICE BRIDGE ST ORTE P� 3231 g MGB ATENT EOUIPM E-1 FRAME (ry?. GROUND 1 t2 BTCW 30" SERVICE) J PER NEC GB IKMW(CADWELD CAD ELD O r / AND CONNECT �..61ON0P0LE/T0wER TD EX15T1NG GROUND RING of @ROUND RHO (T,'P. 2 PLACES) ANTENNA MOUNT UPPER CIGB BONDED TO EXISTING TOWER —12C (TYP.) E 1 14/OG GREEN INSULATED COPPER WIRE LOWER CIGB BONDED $ TO EXISTING TOWER E-1 CADII DOWNLLAD AND BONDING JUMPER OW-) GROUNDING RISER DIAGRAM @ SCALE: N.T.S_ FROM ANTENNAS Tx TX /RX HOTS 1. ALL UTILITY RUNS SHALL BE COORDINATED WITH POCKET COMMUNICATIONS CONSTRUCTION MANAGER AND RESPECTIVE UTILITY COMPANIES. UTILITY COMPANY TO ASSESS THE CAPACITY OF THE EXISTING SERVICE AT THE UMUTY POLE /26 WITH TRANSFORMER TO ACCOMODATE AN ADDITIONAL 1DCA 120/240V.t-PH REQUIRED FOR THE POCKET C0MMUNICATI0NS CELL WE. 2. POCKET COMMUNICATIONS TO PROVIDE 100A 1201 NEMA 3R RATED INTEGRATED LOAD CENTER (MODEL FROM ACDATA SOLUTIONS) WITH BUILT IN TRANSFER SNITCH. GENERATOR RECEPTACLE. AND TVSS, MAIN DISCONNECT TO BE 10DA 2P (SWARE D OR APPROVED EQUAL). CONTRACTOR TO SUPPLY AND INSTALL A 125A It. )20/240V METER SOCKET (MILBANK OR EQUAL) WITH A 100A 2P CIRCUIT BREKER DISCONNECT (SQUARE D OR EQUAL). 3. UTILITY SERVICES SHOWN ARE PROPOSED. THE ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT TELEPHONE .AND ARE SERVICE C0NNECTHIN POINTS, RDUTING. ASSOCIATED REQUIREMENTS AND BACKCHARGES WITH LOCAL UTILITY COMPANIES. 4. PROPOSED SERVICE RISER TO INCLUDE RGS VERTICAL SWEEP WITH DRAG LINE TO SUPPORT ELECTRICAL SERVICE- A 3- RGS RISER TO EXTEND AT LEAST 10' AF.G. FASTEN CONDUIT TO POLE PER UTILITY REOUIREMENTS AND PROVIDE CONDUCTORS WITH SUFFICIENT LENGTH TO ATTACH TO THE UTILITY SECONDARY THROUGH A WEATHERHEAD AND WITH A DRIP UNC- THE UTILITY WILL MAKE THE FINAL CONNECTIONS. 5. THE PROPOSED TELCO RISER TO INCLUDE FIGS VERTICAL SWEEP WITH DRAG LINE TO SUPPORT TELCO SERVICE. COORDINATE WITH UTiLUY COMPANY AS TO THE OUANITTTY OF PROPOSED RISERS TO BE ADDED TO THE EXISTING pOLE, TO (E) SERVICE 1DRk 14. UTILITY METER SWITCHPPC 4t�'TRANSFER (3) If12 AWG 7OA-2v 1 RGS If 2G, 1' GENERATOR € RECEPTACLE f I I 3 I I 15A-IP Gri IL — — — — —1— — — — — — - SERVICE GROUND �PER NEC ONE LINE DIAGRAM SCALE. N.T.S. FLExiOLC LIQUIP-TIGHT CCNuuIT (Exc:07 AT METER BASE. USE RGS) FINISHED GRADE RIGID STEEL CGNDUIT— PVC CONDUIT SIZE AS SHOWN ON LAYOUTS — Rx JUMPER REQUIRED RIGID STEEL TO ONLY WHEN 1-li"A PVC ADAPTER AND LARGER (TYP.) NOTE_ CONTRACTOR TO FIELD VERIFY EXACT LOCATION OF CONDUIT STUB -UP. LARGE UNIVERSAL COND_ UIT STUB -UP DETAIL , WEATHERPROOFING SCALE- NIS KIT (rYPICAL) FW STANDARD CABLEWARE GROUND KIT rP.) (SEE NOTE i ANTENNA CAULF TO CABLE TRAY (TYP,) COAX GROUND KIT C_E GROUND BAR NEWTON OR EOVAL), SOLAR TO MOUNTED NLAR/UELOW AN]ENNA k2 AWG BCW y2 AWG MIN BONDED O GROUND WIRE ALONG ('ABLE TRAY TO CIGBE/MIGB NOTE: DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO CIGHC STANDARD DETAIL CONNECTION OF GROUND WIRES TO GROUNDING BAR (CIGBE) SCALE, NTS 4 W 7/i6" 3/4" 2. ° �O ° °++0 p-[0 ° D 3 ° o� T 1 LEGEND EXISTING U/P /26 z W/ TRANSFORMER O PROPOSED (3) #12 AWGDMA, NORTELu 3231 B75 3231 (�S % 12G, 1' PROPOSED 125A, 12D/240v, 1q, PROPOSED ACOATA METER SOCKET (MILBANk OR F INTEGRATED LOAD APPROVED EQUAL) W/ ,ODA, 2P, CENTER. IOOA CIRCUIT BREAKER DISCONNECT 120/240V RATED W/ IOOA, 2P, MAIN BREAKER (SEE NOTE 2) J ' PROPOSED (3) /3 I - AWG, /40 3' RCS (SEE NOTE 1 A 4) M PROPOSED PROPORGD EQUIPMENT TELCO, 4- RGS FRAME (SEE NOTE 5) ] z U ( I 1 I POWER CONDUIT - _ 3 /6 AWG, /8G. !1 1 1/2• RGS TELCD CONDUIT.PVC O 3' scH sD PVC 6 g W/ NYLON PULL E_7` ROPE E-1 TYPICAL AT EACH TRMISITKILI POWER COI 3 13 AWG, 1411, 3" SCH 40 PVC POWER & TELCO RISER DIAGRAM 3 SCALE: N.T.S. I- COPPER TINNED GROUND BAR, I/4'X 4"X 20'. OR OTHER LENGTH AS REQUIRED. ROLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION 2- INSULATORS, NEWICN INSTRUMENT CAT. NO. 3061-4 OR EQUAL 3- 5/8' LOCKWASHERS OR EQUAL 4- WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT NO. A-6056 OR EQUAL 5- 5/8-11 X 1' H.H.C.S.B0LT5 NOTE: ALL BOLTS, NUTS, WASHERS AND LOCK WASHERS SHALL BE 18-8 SIA[NLESS STEEL. GROUNDING - STANDARD DETAIL GROUND BAR �1 SCALE. NTS O LOAM AREA !PAVED AREA . DOTI BITUMINOUS PAVEMENT 6 ME YELLOW WARNING IAPC SAW-CUI TO STRAIGHT EVEN la E BEFORE PAVING 8' GRAVEL BASE COMPACTED BACKFILL ',COMPACTED PROCESSED GRAVEL. 4' MIN. ON ALL SIDES PVC SCHEDULE 40, CONDUITS FOR NEW UTILITY SERVPrES BURIED CABLE DETAIL �1 SCALE: MS 6 AWG FROM ANTENNA CABLE IiIX1N0 KIT GROUND ON WALL ON ANTE) USED WITH S 4/0 OR /2 AWG BCW TO SLUG OR GROUND RING AS SHOWN. NOIF. CONTRACTOR 10 UTILIZE KOPR-SHIELD (THOMAS M NETTS) ON ALL LUG CONNECTIONS. INSTALLATION OF GROUND WIRE TO GROUND BAR I � SCALE: NIS 9 Pocket Communications 1 rederol Street S,Adislg # i 11 Springfield, MA 01105 _ 241 llo,on?w Road" o M XTDN MaAb—agh. NIA 01252 Phone: 508-229-4100 tax. 508 485-5}71 BAY STATE Say Sm, Drjtg.ln< D E S I G N A,,h.L ,I, . enTlnrr„ 24T Boston Post Road Wrs1 �— Mulb.'-lh. MA 0N752 --- Phone. 508- 229-4I00 -_— __---- Fa 508.495.5321 ,q,dghl C 2009 Bay Slat, I7rslpy llllglwld IRILNUR & i o VEN'LATARAirMA4 p 1 ENGINEER/LAND SURVEYOR DATE I IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING vNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER ,HIS DOCUMENT, REVISIONS 1 07/01/09 CONSTRUCTION FINAL 0 06/29/09 issuEO FOR REVIEW REV DATE DESCRIPTION PROJECT ): OCSIGNED BY: MS SCALE: 2882.107 0VAM4I AS I DRCKED Br:uv SITE NAME: SPMA0019A AGAWAM, MA S 5M NORTH WEST STREET AGAWAM, MA 01030 ABISk1NSz 7rru: POWER & GROUNDING RISER DIAGRAMS AND DETAILS DRAMrtNG NO: E -1 Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 August 21, 2009 . Youghiogheny Communications d/b/a Pocket Communications 1 Federal Street - Bldg. 1 I 1-1 Springfield, MA 01105 To Whom It May Concern: USRI 0-' 02 At its duly called meeting held on. August 20, 2009, the Agawam Planning Board approved the Site Plan entitled "SPMA0019A, 591 North West Street; Agawam, MA 01030", prepared by Bay State Design and dated 6/29/09, revised 7/23/09 with the condition that all professional staff comments be addressed. If you have any questions, please contact this office at 786-0400, extension 2.83. Sincerely, �5] Travis P. Ward, Chairman AGAWAM PLANNING BOARD TPW/DSD:prk cc: K. Light Consulting Services, Building Dept., Engineering Dept., Town .Clerk, File 08/20/2009 15:02 FAX 4136210631 IM002/002 0 ! TOWN OF A.GAWAM Department of Public Works 1000 Suffield Sheet Tel (413) 8210600 Anthony Syhda MEMORANDUM To: Planning CC: File Fram: Engineering Date. August 20, 2009 Subject: Site Plan Approval for Pocket Communications Agawam, MA 01001 Fax (413) 8210631 Superintendent Per your request dated, August 5, 2009, we have reviewed the Application for Site Plan Approval submitted by Pocket Wireless for the proposed addition of three (3) antennas and associated base station radio equipment at the existing telecommunication facility located at 591 North West Street. Based on our review, the Engineering Department has no comments or concerns for this project. Engineering reserves the right to make additional comments based on project and/or revisions & as additional data is received. If you have any questions or comments, please do not hesitate to contact me at (413) 821-0628. Sincerely, Michael F. Albro, P.1:_ Michael C. Chase, P.E. Civil Engineer I Town Engineer • • AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: August 20, 2009 DATE RECEIVED: August 5, 2009 DISTRIBUTION DATE: August 5, 2009 PLANNING BOARD MEETING DATE: August 20, 2009 APPLICANT INFORMATION 1. Name of Business: Youghiogheny Communications d/b/a Pocket Communtications Address: 1 Federal St., Bldg 111-1, Springfield, MA 2. Owner: Same Address: Same Telephone: 518-986-3390 Fax: 518-346-7308 3. Engineer: Bay State Design Address: 241 Boston Post Board West, Marlborough, MA 01752 Telephone: 508-229-4100 Fax: PLAN REVIEW Scale: 1/4" =1' Date: July 1, 2009 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): O.K. Description of Project: Proposed installation of three (3) antennas on existing tower located on Provin Mountain and equipment cabinet on H-frame all within an existing enclosure. Site Plan Review Page 2 Description of Site: An older existing tower located on Provin Mountain. Provision for Traffic Flow: N. A. Parking: N.A. Drainage: N. A. Public Utilities: N. A. Landscaping/Screening and Buffers: N. A. Sign location: N. A. Exterior Lighting: N. A. Rendering or Elevations: O. K. Dumpster Location: N. A. Other Comments or Concerns: Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Engineering Dept., Police Dept., Fire Dept., ADA Committee FROM: Planning Board �s7 SUBJECT: Site Plan - 591 North West Street - Pocket Communications DATE: August 5, 2009 Please review and comment on the attached Site Plan for Pocket Communications at 591 North West Street prior to the Board's August 20`h meeting. Thank you. DSD:prk iANNILNU BOARD Fom D Mean empleft the following form and return it and 10 copies of the Site FUm to: Agawam Building Department is;" rfftew sired Agawam. MA 01001 2. Name ofApplicant/Owner , 4;q&- CLK ab" 3. Address Telephone— —Fay, Telephone 4. Please give a bfief desetiption of the proposed project: 'T6CkL+ 4 i ti, tl 3CCU a 44nxs e,,-n On, Revised2/1107 . ......... . . .. . AUG 0 5 2009 L'-� "A v P!A i L