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8616_SITE PLAN - 591 NORTH WEST ST. - POCKET COMMUNICATIONS.pdf8L6--""1~ti-~---S-r-T-E-p-L-A...JN'L----=-S-9-1-N-o-r-t-h---Jy West St. -Pocket Communications \ .f July 23, 2009 Steve Watkins BAY STATE DESIGN Site Acquisition Manager Maxton Technology Inc. 241 Boston Post Road West Marlboro, MA 01752 Reference: Pocket Conununications SPMA0019A 591 North West Street Agawam, MA 01030 160' Self-Support Tower Dear Mr. Watkins: ; C' ... '"t:~ ~~ :r:: :r:: ~ . , ~-~ = (II = -0 ...Q fT1 <-" = r--i N C> -J :z: CJ) U IT! :;0 "" < N " C> ~ Bay State Design, Inc. has performed a structural analysis for the proposed installation of Pocket Conununications wireless equipment on the above referenced self support tower. This analysis accounts for the proposed loading of the following: • (3) APXV1S-206517S-C-ACU antennas flush mounted to the legs of the tower at an elevation of 135'-0". • (6) lines of 1 5/S" 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. Bay State Design, Inc. 70 Tower Office Park, Woburn, MA 01810 TEL: (781) 932-2467 FAX: (781) 932-771 Architects Engineers .. ~ ! i I , : , !! , i-~ 1 ~ I • -l- • I ~, ~ 1-' !'l ::; • ~ I I ' T , - l i ! • ~ ~ ~ :; I-- ~ - ~ ~ ~ ~ - ~ ~ .• -. ---~I i I i I; ; r n " ~I .. i z @I ~i "I I 1 -~+---&l.Of! ~, " i z 1 I I .~ -' ~JHl ~ I i IL l<l1 ' ~i I I i DESIGNED APPURTENANCE LOADING VPE IYPE ~;o' ,. ,""'" 1'58.42 PIpo r """" 1'58.42 ~;o' ,. , ."'" 1'58.42 -~ r ""'" 1'58 ... , ~;o' lS 1'58<2 r """" 1'5842 ~p, 'w~ ."'" 1'5842 'po 1158<2 ~po h",,,,,,,, 1'5842 IR"" r m"", ,i"'42 I"" 115&4' ~7SCACU 135 ''''' • wll"""", 115042 135 'p, 1'5842 ,'Sdol 1M 1 '51 '" 135 "po ~p, r m"'" i'5842 . .,., ... .. , "po 1'58.<2 .. .po 'm""" i15042 UHXl SOH " 55 R"" jl5842 SIZE SYMBOLUST I MARK I SIZE I MATERIAL STRENGTH 163ksi Fu I!RADE !36ksl Fy ISSksi Fu TOWER DESIGN NOTES 1. Tower is located in Hampden County, Massachusetts. 2. Tower designed for a 80 mph basic wind in accordance with the TINEIA·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. 5. TOWER RATING: 101.1% MAX. CORNER REACTIONS AT BASE: [X)~: 1692121b UPLIFT: -1337691b SHEAR: 234521b AXIAL 44100lb SHEAR ~ MOMENT 375611b LJ \ 3327216Ib-1/ TORQUE 25748lb-.ff 69 mph WIND· 0.5000 in ICE AXIAL 292381b MOMENT SHEAR ~ 32462451b-ff 369371b~ \ TORQUE 26793 Ib-ff REACTIONS -80 mph WIND Bay State Design .,,, SPMAOO19A 241 Boston Post Road West Projed: 160 ft Self Supoortlno Tower Marlborough, MA 01752 ClIent Pocket Communicationsl Dawn by. kw [App'd: phon~;!(~) 229-4100 Code: TIAlEIA.222.F 10ate:07/23109I Sca1e. NTS FAX: 508 485-5321 Patt>, jOwoNo E-1 ~ , Job Page BSD SPMA0019A 10f29 Bay Siale Design Project Date 241 Boston Post Road West 160 ft Self Supporting Tower 15:26:4507/23/09 Mar/borough, MA 01752 Client Designed by Phone: (508) 229-4100 Pocket Communications kw FAX: (508) 485-5321 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 TIAlEIA-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 of60 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 pistribute Leg Loads As Uniform ..J Treat Feedline Bundles As Cylinder Consider Moments -Horizontals Assume legs Pinned Use ASCE \0 X-Brace Ly Rules Consider Moments -Diagonals ..J Assume Rigid Index Plate ..J Calculate Redundant Bracing Forces Use Moment Magnification ..J Use Clear Spans For Wind Area ..J Ignore Redundant Members in PEA ..J Use Code Stress Ratios ..J Use Clear Spans For KUr SR Leg Bolts Resist Compression ..J Use Code Safety Factors -Guys Retension Guys To initiaJ Tension All Leg Panels Have Same Allowable Escalate Ice Bypass Mast Stability Checks Offset Girt At Foundation Always Use Max Kz ..J Use Azimuth Dish Coefficients Consider Feedline Use Special Wind Profile ..J Project Wind Area of Appurt . I ..J Include Bolts In Member Capacity Autocalc Torque Arm Areas Leg Bolts Are At Top Of Section SR Members Have Cut Ends Secondary Horizontal Braces Leg Sort Capacity Reports By Component Always Use Sub-Critical Flow Use Diamond Inner Bracing (4 Sided) Triangulate Diamond Inner Bracing ..J Use Top Mounted Sockets Add IBC .60+W Combination , Job Page BSD SPMA0019A 20129 Bay Siale Design Project Date 241 Boston Post Road West 160 It Sell Supporting Tower 15:26:45 07/23/09 Marlborough, MA OJ 752 Client Designed by Phone: (508) 119-4/00 Pocket Communications kw FAX: (508) 485-5311 Wind 180 I Wind 90 • Leg C .. Leg B Face C Wind Normal Triangular To wee Tower Tower Assembly Description Section Number Seelion Section Elevation Database Width 0/ Length Sections ft [t ft TI 160.00-140.00 6.59 20.00 T2 140.00-120.00 6.59 20.00 T3 120.00-106.67 9.20 13.33 T4 106.67-100.00 10.94 6.67 T5 100.00-80.00 11.81 20.00 T6 80.00-60.00 14.42 20.00 T7 60.00-40.00 17.03 20.00 T8 40.00-20.00 19.64 20.00 T9 20.00-0.00 22.25 20.00 Tower Tower Diagonal Bracing Hos Hos Top Girl Bot/om Girl Section Elevalion Spacing Type K Brace Horizontals Offset Offset End ft ft Panels in in n 160.00-140.00 4.00 X Brace 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 0.0000 T6 80.00-60.00 6.67 X Brace No No 0.0000 0.0000 BSD Job Page SPMA0019A 30f29 Bay Slale Design Project Date 241 Boslon Post Road West 160 ft Self Supporting Tower 15:26:4507/23/09 Marlborough, MA OJ 752 Client Designed by Phone: (508) 229-4100 Pocket Communications kw FAX: (508) 485-5321 Tower Tower Diagonal Bracing Has Has TopOlrt Bottom Girl Section Eleva/ion Spacing Type K Brace Horizontals Offset Offset End (t (t Panels i. i. 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 Elevalion Type Size Grade Type Size Grade ft T\ 160.00-140.00 Pipe P2.5x.203 A53-B-35 Single Angle U 314xl 314xll4 A36 (35 ksi) (36 ksi) T2 140.00-120.00 Pipe P2.5x.203 A53-B-35 Single Angle L2x2xIl4 A36 (35 ksi) (36 ksi) T3 120.00-106.67 Pipe P3x.3 A53-B-35 Single Angle L2 112x2 I12xll4 A36 (35 ksi) (36 ksi) T4106.67-100.00 Pipe P3x.3 A53-B-35 Single Angie L2 112x2 I12xll4 A36 (35 ksi) (36 ksi) T5 100.00-80.00 Pipe P4x.237 A53-B-35 Single Angle L2 112x2 I12xll4 A36 (35 ksi) (36 ksi) T680.00-60.00 Pipe P5x.375 A53-B-35 Single Angle L3x3xIl4 A36 (35 ksi) (36 ksi) T760.00-40.00 Pipe P6x.432 A53-B-35 Single Angle l3 112x3 I12xll4 A36 (35 ksi) (36 ksi) T840.00-20.00 Pipe P6x.432 A53-B-35 Single Angle l3 112x3 I12xll4 A36 (35 ksi) (36 ksi) T920.00-O.00 Pipe P6x.432 A53-B-35 Single Angle LAx4xll4 A36 (35 ksi) (36 ksi) Tower TopOirl Top Girt Top Girl BoUam Girl Bottom Girt BoUom Girt Elevation Type Size Grade Type Size Grade I! T3 120.00-106.67 Single Angle L2 112x2 I12xll4 A36 Single AngIe A36 (36 ksi) (36 ksi) T4 106.67-100.00 Single Angle l3x3x5116 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 AI Factor Stitch Bolt Stilch Boll (per Jace) A, Spacing Spacing Diagonals Horizontals f!. r! i. i. in T! 0.00 0.0000 A36 1.05 36.0000 36.0000 160.00-140.00 (36 ksi) , Job Page BSD SPMA0019A 40129 Bay Slale Design Project Date 241 BasIon Post Road West 160 It Sell Supporting Tower 15:26:45 07/23/09 Marlborough, MA OJ 752 Client Designed by Phone: (508) 229-4100 Pocket Communications kw FAX: (508) 485-5321 Tower Gusset Gusset Gusset Grade Adjust. Factor Adjust. Weight Mull. Double Angle Double Angle Elevation Area Thickness AI Factor Stitch Bolt Stitch Boll (per jace) A, Spacing Spacing Diagonals Horizontals I! !! in in in T2 0.00 0.0000 A36 1.05 36.0000 36.0000 140.00-120.00 (36 ksi) T3 0.00 0.0000 A36 1.05 36.0000 36.0000 120.00-106.67 (36 ksi) T4 0.00 0.0000 A36 1.05 36.0000 36.0000 106.67-100.00 (36 ksi) T5 0.00 0.0000 A36 1.05 36.0000 36.0000 100.00-80.00 (36 ksi) T680.00-60.00 0.00 0.0000 A36 1.05 36.0000 36.0000 (36 ksi) T7 60.00-40.00 0.00 0.0000 A36 1.05 36.0000 36.0000 (36 ksi) T840.00-20.00 0.00 0.0000 A36 1.05 36.0000 36.0000 (36 ksi) T920.00-O.00 0.00 0.0000 A36 1.05 36.0000 36.0000 (36 ksi) K Faclori Tower Calc Calc Legs X K Single Girls Hori::. Sec. Inner Elevation K K Brace Brace Diags Hori::. Brace Single SaUd Diags Diags Angles Rounds X X X X X X X I! y y y y y y y Ti Yes Yes I 160.00-140.00 I T2 Yes Yes I 140.00-120.00 I T3 Yes Yes I 120.00-106.67 I T4 Yes Yes I 106.67-100.00 I T5 Yes Yes I 100.00-80.00 I T6 Yes Yes I 80.00-60.00 I T7 Yes Yes I 60.00-40.00 I T8 Yes Yes I 40.00-20.00 I T9 20.00-0.00 Yes Yes I I ) Note: Kiaelo,s aTe applied to member segment lengths. K-hraces without inner supporting members will have the KJaelar in the out-of-plane direction applied 10 the overalliengrh. , Job Page BSD SPMA0019A 50f29 Bay State Design Project Date 241 Boslon POSI 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 Tower Leg Diagonal Top Girt Bol/om Girl Mid Girt Long Horizontal Short Horizontal Elevation ft Net Width U Net Width U Net Width U Net U Net U Net U Net U Deduct Deduct Deducl Width Width Width Width in in in Deduct Deduct Deduct Deduct in in in in TI 0.0000 I 0.0000 1 0.0000 I 0.0000 I 0.0000 I 0.0000 1 0.0000 I 160.00-140.00 1'2 0.0000 I 0.0000 1 0.0000 I 0.0000 1 0.0000 I 0.0000 I 0.0000 I 140.00-120.00 T3 0.0000 I 0.0000 I 0.0000 I 0.0000 I 0.0000 I 0.0000 I 0.0000 I 120.00-106.67 T4 0.0000 I 0.0000 1 0.0000 I 0.0000 I 0.0000 I 0.0000 I 0.0000 I 106.67-100.00 T5 0.0000 I 0.0000 I 0.0000 I 0.0000 I 0.0000 I 0.0000 I 0.0000 I 100.00-80.00 T680.00-60.0 0.0000 I 0.0000 I 0.0000 I 0.0000 I 0.0000 I 0.0000 I 0.0000 I T760.00-40.0 0.0000 I 0.0000 I 0.0000 I 0.0000 I 0.0000 I 0.0000 I 0.0000 I T840.00-20,0( 0.0000 I 0.0000 I 0.0000 I 0.0000 I 0.0000 I 0.0000 1 0.0000 I T920.00-{].00 0.0000 I 0.0000 I 0.0000 I 0.0000 I 0.0000 I 0.0000 I 0.0000 I Descrip#on Face Allow Component Placement Face Lateral # # Clear Width or Perimeter Weight or Shield Type Offset Offset Per Spacing Diameter Leg {t in (Frac FJ12 Row in in in plf 1 5/8 B Yes Ar (CaAa) 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 I I 3.0000 3.0000 12.0000 8.40 Ladder (AI) Climbing A Yes Af(CfAe) 160.00 -10.00 0.0000 0.4 0.2500 0.0000 0.5000 7.90 Ladder Feedline C Yes Af(CfAe) 135.00 -10.00 0.0000 0.4 3.0000 3.0000 12.0000 8.40 Ladder (AI) I 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 A. AF C,.4, C~AA Weight Section Elevation In Face Out Face ft [i ft' [i ft' Ib TI 160.00-140.00 A 0.000 0.000 0.000 0.000 158.00 B 0.000 5.000 54.707 0.000 455.35 C 0.000 0.000 0.000 0.000 0.00 1'2 140.00-120.00 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 17.820 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 0.000 160.08 C 0.000 1.668 7.924 0.000 97.65 T5 100.00-80.00 A 0.000 0.000 0.000 0.000 158.00 BSD Job Page SPMA0019A 60129 Bay Slale Design Project Date 241 Boston Post Road West 160 It Sell Supporting Tower 15:26:45 07/23/09 Marlborough, MA OJ 752 Client . Designed by Phone: (508) 229-4/00 Pocket Communications kw FAX (508) 485-5321 Tower Tower Face AR AF C"A, C"A, Weight Sec/ion Elevation In Face Out Face ft it' Ji rr Ji 16 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 0.000 158.00 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 11.880 0.000 146.40 Tower Tower Face Ice AR AF CAAA C"A, Weight Section Elevation or Thickness In Face Out Face ft Leg in f rr ft' rt' 16 TI 160.00-140.00 A 0.500 0.000 I. II I 0.000 0.000 167.30 B 0.000 6.1 II 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 1.1 II 0.000 0.000 167.30 B 0.000 6.1 II 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 59.585 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 1.1 II 0.000 0.000 167.30 B 0.000 6.1 II 89.400 0.000 988.51 C 0.000 6.1 II 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.I11 55.627 0.000 602.73 T7 60.00-40.00 A 0.500 0.000 1.111 0.000 0.000 167.30 B 0.000 6.1 II 89.400 0.000 988.51 C 0.000 6.1 II 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 0.000 602.73 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 rt' TI 160.00-140.00 A 0.000 0.088 0.000 0.163 . Job Page BSD SPMA0019A 7of29 Bay State Design Project Date 241 Boston Post Road West 160 ft Self Supporting Tower 15:26:45 07/23/09 Marlborough, MA 0/752 Client Designed by Phone: (508) 229-4100 Pocket Communications kw FAX: (508) 485-5321 Section Elevation Face AR AR Ar Ar Ice Ice ft ft' fr fr ft' 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 1.997 2.975 C 0.000 0.504 0.909 1.336 T5 100.00-80.00 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 60.00-40.00 A 0.000 0.032 0.000 0.111 B 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.QI5 0.000 0.060 B 0.000 0.735 1.974 2.940 C 0.000 0.330 0.898 1.321 Section Elevation CPx CP, CPx CP, Ice Ice ft in in in in TI 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 5.4836 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 9.3134 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 Description Face Offiet Offsets: Azimuth Placement c'~AA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Veri ft • ft It' It' Ib ft ft Pirod 15' T-Frame Sector A From Leg 2.50 0.0000 158.42 No Ice 15.00 15.00 500.00 BSD Job Page SPMA0019A 8of29 Bay State Design Project Date 24} Boston POSI Road Wesl 160 ft Self Supporting Tower 15:26:45 07/23/09 Marlborough, MA OJ 752 Client Designed by Phone: (508) 229-4100 Pocket Communications kw FAX: (508) 485-5321 Description Face Offset Offsets: Azimuth Placement C,4A,4 C,.4, Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft • ft Ii Ii Ib ft ft Mount(l) 0.00 112" 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(l) 0.00 112" Ice 20.60 20.60 650.00 0.00 Pirod 15'T-FrameSector C From Leg 2.50 0.0000 158.42 No Ice 15.00 15.00 500.00 Mount(l) 0.00 1/2" Ice 20.60 20.60 650.00 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 DB948F85T2E-M w/6' A From Leg 5.00 0.0000 158.42 No Ice 2.38 4.68 30.40 Mount Pipe 2.50 112"'ce 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 0.00 112" Ice 3.82 6.03 70.74 0.00 DB948F85T2E-M w/l 0' A From Leg 5.00 0.0000 158.42 No Ice 3.33 5.63 45.00 Mount Pipe -2.50 112" Ice 4.25 7.02 86.36 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 7.50 112" Ice 5.69 6.03 84.12 0.00 DB948F65T2ZE-M w/6' B 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 DB844G6SZAXY w/6' mount B From Leg 5.00 0.0000 158.42 No Ice 5.14 5.16 37.90 Pipe 0.00 112" Ice 5.69 6.03 84.12 0.00 DB948F65T2ZE-M w/l 0' B From Leg 5.00 0.0000 158.42 No Ice 4.51 4.49 46.50 mount pipe -2.50 IIrlce 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 5.69 6.03 84.12 0.00 DB844G65ZAXY w/6' mount C 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 DB948F65T2ZE-M w/6' C From Leg 5.00 0.0000 158.42 No Ice 3.56 3.54 31.90 mount pipe 2.50 112" 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 0.00 112" Ice 5.69 6.03 84.12 0.00 DB948F65T2ZE-M wllO' C 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 C From Leg 5.00 0.0000 158.42 No Ice 5.14 5.16 37.90 Pipe -7.50 112" Ice 5.69 6.03 84.12 0.00 4"x6' pipe C From Leg 1.00 0.0000 100.80 No Ice 2.25 2.25 65.00 0.00 112" 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 2.25 65.00 BSD Job Page SPMA0019A 90f29 Bay Slale Design Project Date 241 Boston Post Road West 160 ft Self Supporting Tower 15:26:4507/23/09 Marlborough, MA 01752 Client Designed by Phone: (508) 229-4100 Pocket Communications kw FAX: (508) 485-5321 Descriplion Foce Offset Offsets: AZimuth Placement C ... A ... C ... A ... Weight or Type Horz Adjustment Front Side Leg Lateral VerI ft • ft It' Ii Ib ft ft 0.00 Ill" Ice 2.62 2.62 84.10 0.00 4''x6' pipe C From Leg 1.00 0.0000 92.00 No Ice 2.25 2.25 65.00 0.00 112" 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 (I) 0.00 112" 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 0.00 112" Ice 1.50 1.50 15.00 0.00 APXV I 8-2065 I 7S-C-ACU A From Leg 1.00 0.0000 135.00 No Ice 5.17 3.04 32.50 0.00 112" Ice 5.62 3.47 59.10 0.00 APXV I 8-2065 I 7S-C-ACU B From Leg 1.00 0.0000 135.00 No lee 5.17 3.04 32.50 0.00 112" Ice 5.62 3.47 59.10 0.00 APXV I 8-2065 I 7S-C-ACU C From Leg 1.00 0.0000 135.00 No Ice 5.17 3.04 32.50 0.00 112" Ice 5.62 3.47 59.10 0.00 I' Side Mount Standoff A From Leg 0.50 0.0000 135.00 No Ice 1.32 1.32 44.00 0.00 112" 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 0.00 112" Ice 1.82 1.82 54.00 0.00 I' Side Mount Standoff C From Leg 0.50 0.0000 135.00 No Ice 1.32 1.32 44.00 0.00 112" Ice 1.82 1.82 54.00 0.00 Description Faoe Dish Offset Offsets: Azimuth 3dB Elevation Outside Aperture Weight or Type Type Horz AdJustment Beam Diameler Area Leg Lateral Width VerI ft • • ft ft ft' Ib HP4-107 C Paraboloid From 3.00 0.0000 100.80 4.00 No Ice 12.57 79.00 w/Shroud (HP) Leg 0.00 1/2" Ice 13.09 146.19 0.00 PAR6-65 B Paraboloid w/o From 3.00 0.0000 94.00 6.00 No Ice 28.27 143.00 Radome Leg 0.00 112" 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/Shroud (HP) Leg 0.00 112" Ice 51.29 514.30 0.00 BSD Job Page SPMA0019A 10 of 29 Project Date Bay State Design 160 ft Self Supporting Tower 15:26:4507/23/09 241 Boston Post Road West Marlborough, MA OJ 752 Client Designed by Phone: (508) 229-4100 Pocket Communications kw FAX: (508) 485-5321 GH =U29 Section z K, q. AG F AF AR At., Leg C.4AA CAAA Elevation a % In Ou/ c Face Face ft ft os( (r e (r (r (r (r (r TI 150.00 1.541 25 136.592 A 12.421 9.583 9.583 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 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 15.836 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 T680.00-{;0.00 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 T760.00-40.00 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 T840.00-20.00 30.00 I 16 429.965 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-().00 10.00 I 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 C 34.927 22.146 38.80 11.880 0.000 GH = 1.129 Section z K, q. /, AG F AF AR At., Leg CAA" CAAA Elevation a % In Ou/ c Face Face ft fI osf in fr e fr fr fI' fr fr TI 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 1.48 18 0.5000 164.372 A 13.073 18.934 12.953 40.47 0.000 0.000 140.00-120.00 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 T5 100.00-80.00 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 T680.00-{;0.00 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 BSD Job Page SPMAOO19A 11 of 29 Bay State Design Project Date 241 Bos/on Post Road Wesl 160 It Self Supporting Tower 15:26:45 07/23/09 Marlborough, MA OJ 752 Client Designed by Phone: (508) 229-4100 Pocket Communications kw FAX: (508) 485-5321 Section z K, q, t, AD F A, A. A", Leg CAAA CAA ... Elevation a % In Out c Face Face ft ft ps( in rt' e rt' rt' rt' ft' ft' c 28.034 29.246 38.30 55.627 0.000 T760.00-40.oo 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 T840.00-20.oo 30.00 I 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 T920.00-O.00 10.00 I 12 0.5000 483.835 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 Section z K, q, Aa F A, A. A,,, Leg C,.A, C ... AA Elevation a % In Out c Face Face ft ft psf It' e rt' rt' It' ft' ft' Tl 150.00 1.541 14 136.592 A 12.421 9.583 9.583 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 1'2 130.00 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.Q43 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 T680.00-60.00 70.00 1.24 II 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 T760.00-40.OO 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 T840.00-20.00 30.00 I 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 22.146 39.92 0.000 0.000 B 33.851 22.146 39.55 29.700 0.000 C 34.927 22.146 38.80 11.880 0.000 BSD Job Page SPMA0019A 12 of 29 Bay Siale Design Project Date 241 Boslon Post Road West 160 It Self Supporting Tower 15:26:4507/23/09 Mar/borough, MA 01752 Client Designed by Phone: (508) 229-4/00 Pocket Communications kw FAX: (508) 485-532/ Sec/ion Add Self F e CF RR DF DR A£ F W Ctr/. Elevation Weight Weight 0 Fare c ft /b /b e It' /b plf TI 613.35 1138.40 A 0.161 2.731 0.583 I I 18.010 2965.08 148.25 B 160.00-140.00 B 0.161 2.73 0.583 I I 18.064 C 0.161 2.731 0.583 I I 18.010 T2 857.60 1118.82 A 0.133 2.834 0.579 I I 17.659 3631.77 18l.S9 C 140.00-120.00 B 0.138 2.818 0.58 I I 18.350 C 0.147 2.781 0.581 I I 19.956 T3 620.38 1165.87 A 0.141 2.806 0.58 I I 16.179 2766.00 207.50 C 120.00-ID6.67 B 0.141 2.804 0.58 I I 16.219 C 0.154 2.756 0.582 I I 18.029 T4 3IDo42 761.41 A 0.153 2.76 0.582 I I ID.287 1482.42 222.25 C 106.67-100.00 B 0.149 2.776 0.581 I I 9.955 C 0.163 2.725 0.584 I I 11.052 TS 930.80 1808.75 A 0.122 2.877 0.578 I I 26.579 4131.14 206.56 C IDO.00-80.00 B 0.126 2.86 0.578 I I 27.763 C 0.134 2.831 0.579 I I 29.863 T6 930.80 2896.12 A 0.134 2.83 0.579 I I 35.665 4385.19 219.26 C 80.00-60.00 B 0.136 2.824 0.579 I I 36.228 C 0.144 2.7% 0.581 I I 38.668 T7 930.80 332D.62 A 0.121 2.88 0.578 I I 36.457 4092.91 204.65 C 60.00-40.00 B 0.125 2.866 0.578 I I 37.845 C 0.13 2.846 0.579 I I 39.834 T8 930.80 3489.02 A 0.113 2.913 0.576 I I 39.137 3806.41 190.32 C 40.00-20.00 B 0.116 2.899 0.577 I I 40.622 C 0.121 2.882 0.577 I I 42.554 T920.00-O.00 465040 3935.76 A 0.1l5 2.904 0.577 I I 46.098 3320.26 166.01 C B 0.1l6 2.9 0.577 I I 46.627 C 0.1l8 2.891 0.577 I I 47.709 Sum Weight: 6590.35 19634.77 OTM 2414369.4 30581.19 41b-ft Seclion Add Self F e CF RR DF DR A£ F w Cir/. Elevation Weight Weight a Face c ft /b /b e ft' /b p/f TI 613.35 1138.40 A 0.161 2.731 0.583 0.8 I 15.526 2770.96 138.55 B 160.00-140.00 B 0.161 2.73 0.583 0.8 I 15.569 C 0.161 2.731 0.583 0.8 I 15.526 T2 857.60 1118.82 A 0.133 2.834 0.579 0.8 I 15.241 3413.03 170.65 C 140.00-120.00 B 0.138 2.818 0.58 0.8 I 15.794 C 0.147 2.781 0.581 0.8 I 17.082 T3 620.38 1165.87 A 0.141 2.806 0.58 0.8 I 13.848 2570.33 192.82 C 120.00-106.67 B 0.141 2.804 0.58 0.8 I 13.880 C 0.154 2.756 0.582 0.8 I 15.331 T4 3IDo42 761.41 A 0.1 53 2.76 0.582 0.8 I 8.684 1359.88 203.88 C 106.67-IDO.00 B 0.149 2.776 0.581 0.8 I 8.417 C 0.163 2.725 0.584 0.8 I 9.297 T5 930.80 1808.75 A 0.122 2.877 0.578 0.8 I 23.001 3836.1 5 191.81 C IDO.00-80.00 B 0.126 2.86 0.578 0.8 I 23.950 C 0.134 2.831 0.579 0.8 I 25.633 T6 930.80 2896.12 A 0.134 2.83 0.579 0.8 I 30.686 4027.88 201.39 C 80.00-60.00 B 0.136 2.824 0.579 0.8 I 31.138 C 0.144 2.796 0.581 0.8 I 33.094 T7 930.80 3320.62 A 0.121 2.88 0.578 0.8 I 31. 724 3772.62 188.63 C 60.00-40.00 B 0.125 2.866 0.578 0.8 I 32.836 BSD Job Page SPMA0019A 13 of 29 Bay Slale Design Project Date 241 Boston Post Road West 160 It Self Supporting Tower 15:26:45 07/23/09 Marlborough, MA OJ 752 Client Designed by Phone: (508) 229-4/00 Pocket Communications kw FAX: (508) 485-532/ Section Add Self F e CF RR DF DR AE F w Clr/. Eleva/ion Weight Weight a Face c Ii /b /b e ft' /b olf 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 I 33.863 3489.08 174.45 C 40.00-20.00 B 0.116 2.899 0.577 0.8 I 35.053 C 0.121 2.882 0.577 0.8 I 36.601 T9 20.00-0.00 465.40 3935.76 A 0.115 2.904 0.577 0.8 I 39.433 2946.71 147.34 C B 0.116 2.9 0.577 0.8 I 39.857 C 0.118 2.891 0.577 0.8 I 40.723 Sum Weight: 6590.35 19634.77 OTM 2241143.4 28186.63 7 Ib-ft Section Add Self F e CF RR DF DR AE F w Ctr/. Elevation Weight Weight a Face c ft Ib Ib e It' Ib plf TI 613.35 1138.40 A 0.161 2.731 0.583 0.85 I 16.147 2819.49 140.97 B 160.00-140.00 B 0.161 2.73 0.583 0.85 I 16.192 C 0.161 2.731 0.583 0.85 I 16.147 T2 857.60 1118.82 A 0.133 2.834 0.579 0.85 I 15.845 3467.71 173.39 C 140.00-120.00 B 0.138 2.818 0.58 0.85 I 16.433 C 0.147 2.781 0.581 0.85 I 17.800 T3 620.38 1165.87 A 0.141 2.806 0.58 0.85 I 14.431 2619.24 196.49 C 120.00-106.67 B 0.141 2.804 0.58 0.85 I 14.465 C 0.154 2.756 0.582 0.85 I 16.006 T4 310.42 761.41 A 0.153 2.76 0.582 0.85 I 9.085 1390.51 208.47 C 106.67-100.00 B 0.149 2.776 0.581 0.85 I 8.802 C 0.163 2.725 0.584 0.85 I 9.736 T5 930.80 1808.75 A 0.122 2.877 0.578 0.85 I 23.896 3909.90 195.49 C 100.00-80.00 B 0.126 2.86 0.578 0.85 I 24.903 C 0.134 2.831 0.579 0.85 I 26.690 T6 930.80 2896.12 A 0.134 2.83 0.579 0.85 I 31.931 4117.20 205.86 C 80.00-60.00 B 0.136 2.824 0.579 0.85 I 32.410 C 0.144 2.796 0.581 0.85 I 34.487 T7 930.80 3320.62 A 0.121 2.88 0.578 0.85 I 32.907 3852.70 192.63 C 60.00-40.00 B 0.125 2.866 0.578 0.85 I 34.088 C 0.13 2.846 0.579 0.85 I 35.781 T8 930.80 3489.02 A 0.113 2.913 0.576 0.85 I 35.181 3568.41 178.42 C 40.00-20.00 B 0.116 2.899 0.577 0.85 I 36.445 C 0.121 2.882 0.577 0.85 I 38.089 T9 20.00-0.00 465.40 3935.76 A 0.115 2.904 0.577 0.85 I 41.099 3040.10 152.oI C B 0.116 2.9 0.577 0.85 I 41.549 C 0.118 2.891 0.577 0.85 I 42.469 Sum Weight: 6590.35 19634.77 OTM 2284449.9 28785.27 6lb-ft BSD Job Page SPMA0019A 14 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) 229-4/00 Pocket Communications kw FAX: (508) 485-5321 Section Add Self F e CF RR DF DR A, F w Ctrl. Elevation Weight Weight 0 Foce c ft Ib Ib e ft' Ib plf TI 1095.26 1718.85 A 0.238 2.474 0.599 I I 25.077 3086.59 154.33 A 160.00-140.00 B 0.194 2.616 0.589 I I 20.393 C 0.232 2.493 0.597 I I 24.152 T2 1607.87 1677.85 A 0.195 2.614 0.589 I I 24.232 4031.92 201.60 C 140.00-120.00 B 0.168 2.707 0.584 I I 21.005 C 0.197 2.605 0.59 I I 25.081 T3 1172.07 1665.31 A 0.193 2.618 0.589 I I 20.925 3022.82 226.77 C 120.00-106.67 B 0.169 2.702 0.585 I I 18.265 C 0.196 2.608 0.59 I I 21.667 T4 586.48 1083.64 A 0.209 2.568 0.592 I I 13.077 1581.10 237.05 C 106.67-100.00 B 0.179 2.669 0.586 I I 11.139 C 0.207 2.571 0.592 I 1 13.182 T5 1758.55 2608.80 A 0.163 2.723 0.584 I I 33.764 4465.48 223.27 C 100.00-80.00 B 0.153 2.76 0.582 I I 31.845 C 0.169 2.702 0.585 I 1 35.777 T6 1758.55 3953.89 A 0.172 2.691 0.585 I I 43.536 4573.95 228.70 C 80.00-60.00 B 0.161 2.731 0.583 I I 40.740 C 0.176 2.678 0.586 I I 45.166 T7 1758.55 4360.64 A 0.15 2.772 0.581 I I 43.403 4231.28 211.56 C 60.00-40.00 B 0.145 2.789 0.581 I I 42.219 C 0.155 2.752 0.582 I I 45.731 T8 1758.55 4615.60 A 0.14 2.809 0.58 I I 46.508 3905.17 195.26 C 40.00-20.00 B 0.136 2.823 0.579 I I 45.499 C 0.145 2.791 0.581 I I 48.908 T920.00-O.00 879.27 5270.40 A 0.14 2.81 0.58 I I 53.426 3124.11 156.21 C B 0.137 2.818 0.58 I I 52.619 C 0.142 2.802 0.58 I I 54.492 Sum Weight: 12375.15 26954.99 OTM 2575141.1 32022.41 2lb-ft Seclion Add Self F e CF RR DF DR A, F w Clr/. Elevation Weight Weight 0 Face c ft Ib Ib e ft' Ib plf TI 1095.26 1718.85 A 0.238 2.474 0.599 0.8 I 22.403 2945.17 147.26 A 160.00-140.00 B 0.194 2.616 0.589 0.8 I 18.159 C 0.232 2.493 0.597 0.8 I 21.668 T2 1607.87 1677.85 A 0.195 2.614 0.589 0.8 I 21.618 3876.74 193.84 C 140.00-120.00 B 0.168 2.707 0.584 0.8 I 18.649 C 0.197 2.605 0.59 0.8 1 22.179 T3 1172.07 1665.31 A 0.193 2.618 0.589 0.8 I 18.465 2883.57 216.32 C 120.00-106.67 B 0.169 2.702 0.585 0.8 I 16.100 C 0.196 2.608 0.59 0.8 I 18.962 T4 586.48 1083.64 A 0.209 2.568 0.592 0.8 I 11.412 1494.92 224.13 C 106.67-100.00 B 0.179 2.669 0.586 0.8 I 9.723 C 0.207 2.571 0.592 0.8 I 11.439 T5 1758.55 2608.80 A 0.163 2.723 0.584 0.8 I 29.987 4251.39 212.57 C 100.00-80.00 B 0.153 2.76 0.582 0.8 I 28.184 C 0.169 2.702 0.585 0.8 I 31.488 T6 1758.55 3953.89 A 0.172 2.691 0.585 0.8 I 38.362 4315.74 215.79 C 80.00-60.00 B 0.161 2.731 0.583 0.8 I 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 I 38.469 3996.08 199.80 C 60.00-40.00 B 0.145 2.789 0.581 0.8 I 37.342 BSD Job Page SPMA0019A 15 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 Add Self F e C, RR D, DR A£ F w Clrl. Elevation Weight Weight a Face c It Ib Ib e It' Ib plf C 0.155 2.752 0.582 0.8 I 40.260 T8 1758.55 4615.60 A 0.14 2.809 0.58 0.8 I 41.033 3671.93 183.60 C 40.00-20.00 B 0.136 2.823 0.579 0.8 I 40.053 C 0.145 2.791 0.581 0.8 I 42.883 T920.00-{).00 879.27 5270.40 A 0.14 2.81 0.58 0.8 I 46.662 2851.54 142.58 C B 0.137 2.818 0.58 0.8 I 45.930 C 0.142 2.802 0.58 0.8 I 47.480 Sum Weight: 12375.15 26954.99 OTM 2450245.5 30287.10 I Ib-ft Seclion Add Self F e C, RR D, DR A£ F W Ctrl. Eleva/ion Weight Weight a Face c fl Ib Ib e rr' Ib plr Tl 1095.26 1718.85 A 0.238 2.474 0.599 0.85 I 23.071 2980.53 149.03 A 160.00-140.00 B 0.194 2.616 0.589 0.85 I 18.717 C 0.232 2.493 0.597 0.85 I 22.289 T2 1607.87 1677.85 A 0.195 2.614 0.589 0.85 I 22.271 3915.54 195.78 C 140.00-120.00 B 0.168 2.707 0.584 0.85 I 19.238 C 0.197 2.605 0.59 0.85 I 22.904 T3 1172.07 1665.31 A 0.193 2.618 0.589 0.85 I 19.080 2918.39 218.93 C 120.00-106.67 B 0.169 2.702 0.585 0.85 I 16.641 C 0.196 2.608 0.59 0.85 I 19.638 T4 586.48 1083.64 A 0.209 2.568 0.592 0.85 I 11.828 1516.47 227.36 C 106.67-100.00 B 0.179 2.669 0.586 0.85 I 10.077 C 0.207 2.571 0.592 0.85 I 11.875 T5 1758.55 2608.80 A 0.163 2.723 0.584 0.85 I 30.932 4304.91 215.25 C 100.00-80.00 B 0.153 2.76 0.582 0.85 I 29.099 C 0.169 2.702 0.585 0.85 I 32.560 T6 1758.55 3953.89 A 0.172 2.691 0.585 0.85 I 39.655 4380.29 219.01 C 80.00-60.00 B 0.161 2.731 0.583 0.85 I 37.081 C 0.176 2.678 0.586 0.85 I 40.961 T7 1758.55 4360.64 A 0.15 2.772 0.581 0.85 I 39.702 4054.88 202.74 C 60.00-40.00 B 0.145 2.789 0.581 0.85 I 38.561 C 0.155 2.752 0.582 0.85 I 41.628 T8 1758.55 4615.60 A 0.14 2.809 0.58 0.85 I 42.402 3730.24 186.51 C 40.00-20.00 B 0.136 2.823 0.579 0.85 I 41.414 C 0.145 2.791 0.581 0.85 I 44.389 T920.00-{).00 879.27 5270.40 A 0.14 2.81 0.58 0.85 I 48.353 2919.68 145.98 C B 0.137 2.818 0.58 0.85 I 47.602 C 0.142 2.802 0.58 0.85 I 49.233 Sum Weight: 12375.15 26954.99 OTM 2481469.4 30720.93 I Ib-ft BSD Job Page SPMA0019A 16 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) 229-4/00 Pocket Communications kw FAX: (508) 485-5321 Seclion Add Self F e C, RR D, DR AE F w Or/. Elevation Weight Weight a Face c It Ib Ib e It' Ib pI! TI 613.35 1138.40 A 0.161 2.731 0.583 I I 18.010 1667.86 83.39 B 160.00-140.00 B 0.161 2.73 0.583 I I 18.064 C 0.161 2.731 0.583 I I 18.010 T2 857.60 1118.82 A 0.133 2.834 0.579 I I 17.659 2042.87 102.14 C 140.00-120.00 B 0.138 2.818 0.58 I I 18.350 C 0.147 2.781 0.581 I I 19.956 T3 620.38 1165.87 A 0.141 2.806 0.58 I I 16.179 1555.88 116.72 C 120.00-106.67 B 0.141 2.804 0.58 I I 16.219 C 0.154 2.756 0.582 I I 18.029 T4 310.42 761.41 A 0.153 2.76 0.582 I I 10.287 833.86 125.02 C 106.67-100.00 B 0.149 2.776 0.581 I I 9.955 C 0.163 2.725 0.584 I I 11.052 T5 930.80 1808.75 A 0.122 2.877 0.578 I I 26.579 2323.77 116.19 C 100.00-80.00 B 0.126 2.86 0.578 I I 27.763 C 0.134 2.831 0.579 I I 29.863 T6 930.80 2896.12 A 0.134 2.83 0.579 I I 35.665 2466.67 123.33 C 80.00-60.00 B 0.136 2.824 0.579 I I 36.228 C 0.144 2.796 0.581 I I 38.668 T7 930.80 3320.62 A 0.121 2.88 0.578 I I 36.457 2302.26 115.11 C 60.00-40.00 B 0.125 2.866 0.578 I I 37.845 C 0.13 2.846 0.579 I I 39.834 T8 930.80 3489.02 A 0.113 2.913 0.576 I I 39.137 2141.11 107.06 C 40.00-20.00 B 0.116 2.899 0.577 I I 40.622 C 0.121 2.882 0.577 I I 42.554 T9 20.00-0.00 465.40 3935.76 A 0.115 2.904 0.577 I I 46.098 1867.65 93.38 C B 0.116 2.9 0.577 I I 46.627 C 0.118 2.891 0.577 I I 47.709 Sum Weight: 6590.35 19634.77 OTM 1358082.8 17201.92 I Ib-ft Seclion Add Self F e C, RR D, DR AE F W Clrl. Elevation Weight Weight a Face c ft Ib Ib e It' Ib plf TI 613.35 1138.40 A 0.161 2.731 0.583 0.8 I 15.526 1558.66 77.93 B 160.00-140.00 B 0.161 2.73 0.583 0.8 I 15.569 C 0.161 2.731 0.583 0.8 I 15.526 T2 857.60 1118.82 A 0.133 2.834 0.579 0.8 I 15.241 1919.83 95.99 C 140.00-120.00 B 0.138 2.818 0.58 0.8 I 15.794 C 0.147 2.781 0.581 0.8 I 17.082 T3 620.38 1165.87 A 0.141 2.806 0.58 0.8 I 13.848 1445.81 108.46 C 120.00-106.67 B 0.141 2.804 0.58 0.8 I 13.880 C 0.154 2.756 0.582 0.8 I 15.331 T4 310.42 761.41 A 0.153 2.76 0.582 0.8 I 8.684 764.93 114.68 C 106.67-100.00 B 0.149 2.776 0.581 0.8 I 8.417 C 0.163 2.725 0.584 0.8 I 9.297 T5 930.80 1808.75 A 0.122 2.877 0.578 0.8 I 23.001 2157.83 107.89 C 100.00-80.00 B 0.126 2.86 0.578 0.8 I 23.950 C 0.134 2.831 0.579 0.8 I 25.633 T6 930.80 2896.12 A 0.134 2.83 0.579 0.8 I 30.686 2265.68 113.28 C 80.00-60.00 B 0.136 2.824 0.579 0.8 I 31.138 C 0.144 2.796 0.581 0.8 I 33.094 T7 930.80 3320.62 A 0.121 2.88 0.578 0.8 I 31. 724 2122.10 106.11 C 60.00-40.00 B 0.125 2.866 0.578 0.8 I 32.836 BSD Job Page SPMA0019A 17 of 29 Bay Siale Design Project Date 241 Boston Post Road West 160 It Self Supporting Tower 15:26:45 07/23/09 Marlborough, MA 0/752 Client Designed by Phone: (508) 229-4/00 Pocket Communications kw FAX: (508) 485-532/ Section Add Self F e CF R. DF DR Ae F w Clr/. Elevation Weight Weight a Face c ft 16 16 e ft' 16 olf 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 I 33.863 1962.60 98.13 C 40.00-20.00 B 0.116 2.899 0.577 0.8 I 35.053 C 0.121 2.882 0.577 0.8 I 36.601 T9 20.00-0.00 465.40 3935.76 A 0.115 2.904 0.577 0.8 I 39.433 1657.53 82.88 C B 0.116 2.9 0.577 0.8 I 39.857 C 0.118 2.891 0.577 0.8 I 40.723 Sum Weight: 6590.35 19634.77 OTM 1260643.2 15854.98 o Ib-ft Section Add Self F e CF RR DF DR Ae F w Ctr/. Elevation Weight Weight a Face c ft 16 16 e ft' 16 plf TI 613.35 1138.40 A 0.161 2.731 0.583 0.85 I 16.147 1585.96 79.30 B 160.00-140.00 B 0.161 2.73 0.583 0.85 I 16.192 C 0.161 2.731 0.583 0.85 I 16.147 T2 857.60 1118.82 A 0.133 2.834 0.579 0.85 I 15.845 1950.59 97.53 C 140.00-120.00 B 0.138 2.818 0.58 0.85 I 16.433 C 0.147 2.781 0.581 0.85 I 17.800 T3 620.38 1165.87 A 0.141 2.806 0.58 0.85 I 14.431 1473.33 110.53 C 120.00-106.67 B 0.141 2.804 0.58 0.85 I 14.465 C 0.154 2.756 0.582 0.85 I 16.006 T4 310.42 761.41 A 0.153 2.76 0.582 0.85 I 9.085 782.16 117.27 C 106.67-100.00 B 0.149 2.776 0.581 0.85 I 8.802 C 0.163 2.725 0.584 0.85 I 9.736 T5 930.80 1808.75 A 0.122 2.877 0.578 0.85 I 23.896 2199.32 109.97 C 100.00-80.00 B 0.126 2.86 0.578 0.85 I 24.903 C 0.134 2.831 0.579 0.85 I 26.690 T6 930.80 2896.12 A 0.134 2.83 0.579 0.85 I 31.931 2315.93 115.80 C 80.00-60.00 B 0.136 2.824 0.579 0.85 I 32.410 C 0.144 2.796 0.581 0.85 I 34.487 T7 930.80 3320.62 A 0.121 2.88 0.578 0.85 I 32.907 2167.14 108.36 C 60.00-40.00 B 0.125 2.866 0.578 0.85 I 34.088 C 0.13 2.846 0.579 0.85 I 35.781 T8 930.80 3489.02 A 0.113 2.913 0.576 0.85 I 35.181 2007.23 100.36 C 40.00-20.00 B 0.116 2.899 0.577 0.85 I 36.445 C 0.121 2.882 0.577 0.85 I 38.089 T9 20.00-0.00 465.40 3935.76 A 0.115 2.904 0.577 0.85 I 41.099 1710.06 85.50 C B 0.116 2.9 0.577 0.85 I 41.549 C 0.118 2.891 0.577 0.85 I 42.469 Sum Weight: 6590.35 19634.77 OTM 1285003.1 16191.71 o Ib-ft Description Aiming Weight Offsetx Offsetz z K, q, C,.Ac c'-tAc Azimuth Front Side 0 16 ft ft ft psf ft' ft' BSD Job Page SPMA0019A 18 of 29 Bay State Design Project Date 241 Boston Post Road West 160 It Self Supporting Tower 15:26:45 07/23/09 Marlborough, MA OJ 752 Client Designed by Phone: (508) 229-4100 Pocket Communications kw FAX: (508) 485-5321 Description Aiming Weight Offset'S Offset: z K, q, G,4Ac CAAc Azimuth Front Side • Ib ft ft ft Dsf fr' fr' Pirod IS' T-Frame Sector 0.0000 500.00 0.00 -6.30 158.42 1.566 26 15.00 15.00 Mount (I) Pirod 15' T-Frame Sector 120.0000 500.00 5.46 3.15 158.42 1.566 26 15.00 15.00 Mount (I) Pirod 15' T -Frame Sector 240.0000 500.00 -5.46 3.15 158.42 1.566 26 15.00 15.00 Mount (I) DB844H90E-XY w/6' 0.0000 31.90 7.50 -8.80 158.42 1.566 26 3.34 5.16 Mount Pipe DB948F85T2E-M w/6' 0.0000 30.40 2.50 -8.80 158.42 1.566 26 2.38 4.68 Mount Pipe DB844H90E-XY w/6' 0.0000 31.90 0.00 -8.80 158.42 1.566 26 3.34 5.16 Mount Pipe DB948F85T2E-M wll 0' 0.0000 45.00 -2.50 -8.80 158.42 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 DB844G65ZAXY w/6' 120.0000 37.90 3.88 10.90 158.42 1.566 26 5.14 5.16 mount Pipe DB948F65T2ZE-M w/6' 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 wll 0' mount pipe DB844G65ZAXY w/6' 120.0000 37.90 11.38 -2.09 158.42 1.566 26 5.14 5.16 mount Pipe DB844G65ZAXY w/6' 240.0000 37.90 -11.38 -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 4.40 158.42 1.566 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 wll 0' mount pipe DB844G65ZAXY 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 (I) GPS 120.0000 10.00 12.31 7.10 55.00 1.157 19 1.00 1.00 APXV 18-206517S-C-AC 0.0000 32.50 0.00 -5.18 135.00 1.496 25 5.17 3.04 U APXV I 8-2065 I 7S-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 I' Side Mount Standoff 120.0000 44.00 4.05 2.34 135.00 1.496 25 1.32 1.32 I' Side Mount Standoff 240.0000 44.00 -4.05 2.34 135.00 1.496 25 1.32 1.32 Sum 2539.80 Weight: BSD Job Page SPMA0019A 19 of 29 Bay Slale Design Project Date 241 Boston Post Road West 160 ft Self Supporting Tower 15:26:4507/23/09 Marlborough, MA OJ 752 Client Designed by Phone: (508) 229-4100 Pocket Communications kw FAX' (508) 485-5321 Description Aiming Weight Off,el. Offsetz z K. q, CAAC C.~Ac I, Azimuth Front Side 0 Ib Ii Ii ft psf ft' It' in Pirod IS' T-Frame Sector 0.0000 650.00 0.00 -6.30 158.42 1.566 19 20.60 20.60 0.5000 Mount(l) Pirod lS'T-FrameSector 120.0000 650.00 5.46 3.15 158.42 1.566 19 20.60 20.60 0.5000 Mount(l) 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 (I) DB844H90E-XY w/6' 0.0000 70.74 7.50 -8.80 158.42 1.566 19 3.82 6.03 0.5000 Mount Pipe DB948F85TIE-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 DB948F85TIE-M w/lO' 0.0000 86.36 -2.50 -8.80 158.42 1.566 19 4.25 7.02 0.5000 Mount Pipe DB844H9OE-XY w/6' 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 DB948F65TIZE-M w/6' 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 84.12 7.63 4.40 158.42 1.566 19 5.69 6.03 0.5000 mount Pipe DB948F65TIZE-M 120.0000 88.08 8.88 2.24 158.42 1.566 19 5.45 5.82 0.5000 w/lO' mount pipe DB844G65ZAXY 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 -2.09 158.42 1.566 19 5.69 6.03 0.5000 mount Pipe DB948F65TIZE-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 84.12 -7.63 4.40 158.42 1.566 19 5.69 6.03 0.5000 mount Pipe DB948F65TIZE-M 240.0000 88.08 -6.38 6.57 158.42 1.566 19 5.45 5.82 0.5000 w/lO' 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"x6' pipe 240.0000 84.10 -6.72 3.88 100.80 1.376 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 Pired 4' Side Mount 120.0000 89.00 10.57 6.10 55.00 1.157 14 4.91 4.91 0.5000 Standoff (I) GPS 120.0000 15.00 12.31 7.10 55.00 1.157 14 1.50 1.50 0.5000 APXVI8-206517S-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 APXV 18-2065 17S-C-AC 240.0000 59.10 -4.49 2.59 135.00 1.496 18 5.62 3.47 0.5000 U I' Side Mount Standoff 0.0000 54.00 0.00 -4.68 135.00 1.496 18 1.82 1.82 0.5000 l' Side Mount Standoff 120.0000 54.00 4.05 2.34 135.00 1.496 18 1.82 1.82 0.5000 I' 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: BSD Job Page SPMA0019A 20 of 29 Bay State Design Project Date 241 Boston POSI Road West 160 It Self Supporting Tower 15:26:45 07/23/09 Marlborough, MA OJ 752 Client Designed by Phone: (508) 229-4100 Pocket Communications kw FAX: (508) 485-5321 Description Aiming Weight OJftelr Ojfselz z K, q, CAAC C"Ac Azimuth ft ft n osf F7/' ~~e • Ib Pirod 15' T-Frame Sector 0.0000 500.00 0.00 -6.30 158.42 1.566 14 15.00 15.00 Mount(l) Pirod IS' T-Frame Sector 120.0000 500.00 5.46 3.15 158.42 1.566 14 15.00 15.00 Mount(l) Pirod 15' T-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 5.16 Mount Pipe DB948F85T2E·M w/6' 0.0000 30.40 2.50 -8.80 158.42 1.566 14 2.38 4.68 Mount Pipe DB844H90E·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 DB844H90E·XY w/6' 0.0000 31.90 -7.50 -8.80 158.42 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 DB844G65ZAXY 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 2.24 158.42 1.566 14 4.51 4.49 wll 0' mount pipe DB844G65ZAXY w/6' 120.0000 37.90 11.38 -2.09 158.42 1.566 14 5.14 5.16 mount Pipe DB844G65ZAXY w/6' 240.0000 37.90 -11.38 -2.09 158.42 1.566 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 w/6' 240.0000 37.90 -7.63 4.40 158.42 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/IO' 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 3.88 100.80 1.376 13 2.25 2.25 4"x6' pipe 120.0000 65.00 7.16 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 II 2.72 2.72 Standoff (I) GPS 120.0000 10.00 12.31 7.10 55.00 1.157 II 1.00 1.00 APXV18-2065I 7S-C·AC 0.0000 32.50 0.00 -5.18 135.00 1.496 14 5.17 3.04 U APXV I 8-2065 I 7S-C·AC 120.0000 32.50 4.49 2.59 135.00 1.496 14 5.17 3.04 U APXV 18-2065 I 7S-C·AC 240.0000 32.50 -4.49 2.59 135.00 1.496 14 5.17 3.04 U l' Side Mount Standoff 0.0000 44.00 0.00 -4.68 135.00 1.496 14 1.32 1.32 I' Side Mount Standoff 120.0000 44.00 4.05 2.34 135.00 1.496 14 1.32 1.32 I' Side Mount Standoff 240.0000 44.00 -4.05 2.34 135.00 1.496 14 1.32 1.32 Sum 2539.80 Wei!!ht: BSD Job Page SPMA0019A 21 of 29 Bay State Design Project Date 241 Boston Post Road West 160 It 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 Elevation Dish Aiming Weight Offsel;c Offset: K, A, g, ft Description Azimuth lb It ft It' psi 0 100.80 HP4-107 240.0000 79.00 -8.45 4.88 1376 12.57 23 94.00 PAR6-65 120.0000 143.00 8.89 5.14 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 WeiJ<ht: Elevation Dish Aiming Weight Offset" Offiet: K, A, g, t, ft Description Azimuth lb ft ft It' psi in • 100.80 HP4-107 240.0000 146.19 -8.45 4.88 1.376 13.09 17 0.5000 94.00 PAR6-65 120.0000 292.13 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 Offsel:r Offset: K, A, g, ft Description Azimuth lb ft ft It' psi • 100.80 HP4-107 240.0000 79.00 -8.45 4.88 1.376 12.57 13 94.00 PAR6-65 120.0000 143.00 8.89 5.14 1.349 28.27 12 92.00 UHX8-59H 240.0000 251.00 -9.03 5.21 1.340 50.26 12 Sum 473.00 Weight: BSD Job Bay Siale Design Project 241 Boslon Posl Road West Marlborough, MA 01752 Client Phone: (508) 229-4100 FAX: (508) 485-5321 Case Forces Odeg-lce 30 deg -Ice 60 deg -Ice 90 deg -Ice 120 deg· Ice 150 deg -Ice 180 deg -Ice 210 deg -Ice 240 deg -Ice 270 deg -Ice 300 deg -Ice 330 deg -Ice o deg -Service 30 deg -Service 60 deg -Service 90 deg -Service J 20 deg -Service 1 SO deg -Service 180 deg -Service 210 deg -Service 240 deg -Service 270 deg -Service 300 deg -Service i Comb_ No. I 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 Dead Only Dead+Wind 0 deg -No Ice Dead+Wind 30 deg -No Ice Dead+Wind 60 deg -No Ice Dead+Wind 90 deg -No Ice Dead+Wind 120 deg -No Ice Dead+Wind 150 deg -No Ice Dead+Wind 180 deg -No Ice Dead+Wind 210 deg -No Ice Dead+Wind 240 deg -No Ice Dead+Wind 270 deg -No Ice Dead+Wind 300 deg -No Ice Dead+Wind 330 deg -No Ice Dead+lce+Temp Dead+Wind 0 deg+lce+ Temp Dead+Wind 30 deg+lce+ Temp Dead+Wind 60 deg+lce+Temp Dead+Wind 90 deg+Ice+Temp Dead+Wind 120 deg+lce+ Temp Dead+Wind 150 deg+Ice+Temp Dead+Wind 180 deg+Ice+Temp Dead+Wind 210 deg+Ice+Temp Dead+Wind 240 deg+Ice+Temp Dead+Wind 270 deg+lce+ Temp Dead+Wind 300 deg+Ice+Temp Dead+Wind 330 deg+lce+ Temp Page SPMA0019A 22 of 29 Date 160 ft Self Supporting Tower 15:26:45 07/23/09 Designed by Pocket Communications kw Forces Forces Overturning Overturning X Z Moments, M. Moments, M: -2687886.53 -1539515.54 -7027.41 851590.42 1473280.83 1672134.25 16558.65 1460441.63 9878.52 863748.14 -31.68 747.42 -819263.82 Description • BSD Job Bay State Design Project 241 Boston Post Road West Marlborough. MA 01752 Client Phone: (508) 229-4100 FAX: (508) 485-5321 Comb. No. 27 28 29 30 31 32 33 34 35 36 37 38 Dead+Wind 0 deg -Service Dead+Wind 30 deg -Service Dead+Wind 60 deg -Service Dead+Wind 90 deg -Service Dead+Wind 120 deg -Service Dead+Wind 150 deg -Service Dead+Wind 180 deg -Service Dead+Wind 210 deg -Service Dead+Wind 240 deg -Service Dead+Wind 270 deg -Service Dead+Wind 300 deg -Service Dead+Wind 330 deg -Service Location Condilion Gov. Load Comb. Lege Max. Vert 23 Max. H~ 10 Max. H~ 17 Min. Vert 17 Min.H" 17 Min. Hz 10 LegB Max. Vert 19 Max.H" 25 Max. Hz 26 Min. Vert 12 Min.H" 6 Min.H. 6 Leg A Max. Vert 15 Max.H" II Max. H. 2 Min. Vert 21 Min.H" 6 Min. Hz 21 Load Vertical Combination Ib Dead Only 29237.92 Dead+Wind 0 deg -No Ice 29237.81 Dead+Wind 30 deg -No Ice 29237.80 Dead+Wind 60 deg -No Ice 29237.79 Dead+Wind 90 deg -No Ice 29237.79 Dead+Wind 120 deg -No Ice 29237.80 Dead+Wind 150 deg -No Ice 29237.80 Dead+Wind 180 deg -No Ice 29237.80 Dead+Wind 210 deg -No Ice 29237.80 Dead+Wind 240 deg -No Ice 29238.07 Dead+Wind 270 deg -No Ice 29237.80 Dead+Wind 300 deg -No Ice 29237.80 Dead+Wind 330 deg -No Ice 29237.80 Page SPMA0019A 230f29 Date 160 ft Self Supporting Tower 15:26:45 07/23/09 Designed by Pocket Communications kw Description Vertical Horizontal, X Horizontal, Z Ib Ib Ib 168725.06 17587.51 -9366.26 160470.20 19972.79 -10724.95 -133769.17 -20587.62 11230.74 -133769.17 -20587.62 11230.74 -133769.17 -20587.6i 11230.74 160470.20 19972.79 -10724.95 169212.33 -17355.63 -9531.59 -131581.49 20393.51 11338.67 -112954.55 17332.56 11412.70 -131934.30 16868.41 9304.71 159742.65 -19662.11 -10895.99 159742.65 -19662.11 -10895.99 164593.46 259.20 19604.32 9340.72 2302.84 1031.30 156727.66 303.27 22295.73 -131446.95 -190.46 -22989.52 -60994.31 -2238.15 -9166.48 -131446.95 -190.46 -22989.52 Shearz Shear, Overturning Overturning Torque Momenl, Mz Momenl, M, Ib Ib Ib1!. Ib-ft Ib1!. 0.00 -0.00 13934.36 -9251.15 -0.10 73.10 -36352.60 -3164427.03 -15962.72 13071.37 18025.38 -29695.08 -2604035.37 -1612919.70 21842.35 30105.96 -17100.42 -1499778.03 -2693340.96 26489.68 35314.50 -594.83 -41825.60 -3147513.29 24467.55 32243.17 17322.68 1522994.31 -284%17.16 13715.69 17116.08 29666.72 2629328.02 -1527603.44 2147.45 -503.47 33579.59 2983191.96 37978.73 -12152.84 -17714.57 29424.13 2606503.34 1565208.63 -22678.27 -32498.84 17555.05 1544652.87 2855197.37 -26793.29 -35252.84 -55.27 8723.88 3123252.86 -20519.47 -30208.50 -16578.28 -1450837.25 2684529.37 -14337.33 -18036.60 -29514.46 -2587145.86 1595586.82 -5256.53 • BSD Job Page SPMA0019A 24 of 29 Bay Siale Design Project Date 241 Boslon Post Road West 160 It Self Supporting Tower 15:26:45 07/23/09 Marlborough, MA OJ 752 Client Designed by Phone: (508) 229-4100 Pocket Communications kw FAX: (508) 485-5321 Load Vertical Shearr Shearz Overturning Overturning Torque Combination Moment, Mer Moment, M: Ib Ib Ib Ib-l! Ib-!!. Ib-fl Dead+lce+Temp 44100.04 -0.22 -0.29 35986.30 -20128.03 -0.20 Dead+Wind 0 deg+Ice+ Temp 44099.87 54.00 -37112.54 -3227115.82 -25127.35 10568.01 Dead+Wind 30 deg+lce+ Temp 44099.87 18479.80 -30834.25 -2691753.87 -1666070.17 20271.53 Dead+Wind 60 deg+lce+ Temp 44099.86 31174.76 -17781.29 -1541587.63 -2800906.25 25697.96 Dead+Wind 90 deg+lce+Temp 44099.86 36395.34 -456.95 -6840.20 -3259021.56 24489.39 Dead+Wind 120 deg+lce+ Temp 44099.86 32727.13 17899.90 1605935.97 -2913990.08 15177.36 Dead+Wind 150 deg+lce+ Temp 44099.86 17782.06 30812.25 2761762.63 -1600560.56 3831.52 Dead+Wind 180 deg+lce+ Temp 44099.86 -386.79 35084.83 3146454.04 16171.46 -10169.16 Oead+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 18076.55 1622449.92 2892342.25 -25748.34 Dead+Wind 270 deg+Ice+Temp 44099.86 -36349.03 -43.66 31922.83 3214408.36 -21450.22 Dead+Wind 300 deg+lce+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 -6227.94 Dead+Wind 0 deg· Service 29237.88 41.07 -20448.09 -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 18888.70 1684184.88 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 29237.88 -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 des: -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. Ib Ib Ib Ib Ib Ib I 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 -17322.68 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% II -35268.40 -29237.92 -56.32 35252.84 29237.80 55.27 0.034% 12 -30222.74 -29237.92 -16586.12 30208.50 29237.80 16578.28 0.036% 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 0.001% 15 54.25 -44100.04 -37135.78 -54.00 44099.87 37112.54 0.040% 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 -44100.04 17911.65 -32727.13 44099.86 -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 -35084.83 0.045% 22 -18253.13 -44100.04 30646.80 18241.82 44099.87 -30625.18 0.043% 23 -32945.96 -44100.04 18088.38 32925.05 44099.86 -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 -18503.84 -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 Page SPMA0019A 250f29 Bay Slale Design Project Date 241 Boston Post Road West 160 ft Self Supporting Tower 15:26:45 07/23/09 Marlborough, MA 0/752 Client Designed by Phone: (508) 229-4100 Pocket Communications kw FAX: (508) 485-5321 Sum of Applied Forces Sum 0/ React;ons Load PX py PZ PX PY PZ %£rror Comb. Ib Ib Ib Ib Ib Ib 28 10144.26 -29237.92 -16710.51 -10139.45 29237.88 16703.40 0.024% 29 16942.68 -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 9878.52 18280.50 29237.88 -9874.35 0.024% 36 -19838.48 -29237.92 -31.68 19829.74 29237.88 31.41 0.025% 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 16601. 79 0.024% 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 II 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 0.00038935 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 0.00040821 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 , BSD Job Page SPMA0019A 26 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 OJ 752 Client Designed by Phone: (508) 229-4100 Pocket Communications kw FAX: (508) 485-5321 Section Elevation Size L L. Kflr F. A Actual Allow. Ratio No. P p. P ft ft ft Icsi in] Ib Ib p. TI 160 -140 P2.5x.203 20.00 4.00 50.7 17.845 1.7040 -15744.40 30408.30 0.518 K=1.00 t/ T2 140 -120 P2.5x.203 20.06 5.01 63.5 16.698 1.7040 -34206.50 28454.50 1.202 K=1.00 t/ T3 120 -106.67 P3x.3 13.37 6.68 70.6 16.015 3.0159 -46354.70 48299.30 0.960 K=I.00 t/ 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 t/ T5 100 -80 P4x.237 20.06 6.69 53.1 17.633 3.1741 -75421.10 55967.40 1.348 K=I.00 )( HI-3 (1.35 CR) -95 T6 80-60 P5x.375 20.06 6.69 43.6 18.419 6.1120 -99046.80 112578.00 0.880 K=1.00 t/ T7 60-40 P6x.432 20.06 10.03 54.8 17.487 8.4049 -120754.00 146974.00 0.822 K=1.00 t/ T8 40-20 P6x.432 20.06 10.03 54.8 17.487 8.4049 -143903.00 146974.00 0.979 K=I.00 t/ T9 20 -0 P6x.432 20.06 10.03 54.8 17.487 8.4049 -166016.00 146974.00 1.130 K=1.00 t/ Seclion Elevation Size L L. Klk F. A Actual Allow. Ralio No. P p. P ft ft ft Icsi in1 lb lb P. TI 160 -140 LI 3/4xl 3/4xl/4 7.71 3.71 128.1 9.101 0.8125 -2440.24 7394.30 0.330 K=0.98 t/ T2 140-120 L2x2xIl4 10.19 5.14 148.9 6.737 0.9380 -2734.99 6319.14 0.433 K=O.94 t/ T3 120 -106.67 L2 112x2 I12xll4 12.44 6.31 146.1 7.001 1.1900 -3487.66 8330.88 0.419 K=O.95 t/ T4 106.67 -100 L2 112x2 Il2xl/4 13.19 6.68 153.0 6.383 1.1900 -3782.05 7595.60 0.498 K=O.94 t/ T5 100 -80 L2 112x2 Il2xl/4 15.49 7.78 173.5 4.961 1.1900 -5524.53 5903.30 0.936 K=O.91 t/ T6 80-60 1.3x3x1l4 17.89 8.93 166.5 5.387 1.4400 -5803.55 7757.40 0.748 K=O.92 t/ T7 60-40 1.3 112x3 Il2xl/4 21.46 10.79 170.7 5.122 1.6900 -6831.81 8656.42 0.789 K=O.92 t/ T8 40-20 1.3 112x3 Il2xl/4 22.63 11.37 178.4 4.690 1.6900 -8218.32 7925.86 1.037 K=O.91 t/ T9 20 -0 l4x4x1l4 24.99 12.55 173.0 4.990 1.9400 -9566.29 9680.22 0.988 • BSD Job Page SPMA0019A 27of29 Bay Slale Design Project Date 24/ 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 Size L L. KVr F. A Actual Allow. Ratio No. P p. P ft It jI ksi in] Ib Ib p. K:O.91 tI' Section Elevation Size L L. KVr F. A AClUai Allow. Ratio No. P P. P ft ft ft ksi in1 Ib Ib P. TI 160-140 L3x3xI/4 6.59 6.35 125.4 9.500 1.4400 -9.71 13680.50 0.001 K:O.97 tI' D 120 -106.67 L2 II2x2 I12xl/4 9.20 8.96 180.9 4.564 l.l9OO -247.01 5431.47 0.045 K:O.83 tI' T4 106.67 -100 L3x3x5/16 10.94 10.65 179.6 4.628 1.7800 -379.60 8238.71 0.046 K:O.83 tI' Section Elevation Size L L. KVr F. A Actual Allow. RaliO No. P P. P ft ft ft ksi in] Ib 16 P. TI 160 -140 P2.5x.203 20.00 4.00 50.7 21.000 1.7040 12534.30 35785.10 0.350 tI' T2 140 -120 P2.5x.203 20.06 5.01 63.5 21.000 1.7040 28001.50 35785.10 0.782 tI' T3 120 -106.67 P3x.3 13.37 6.68 70.6 21.000 3.0159 37625.50 63334.50 0.594 tI' T4 106.67 -100 P3x.3 6.69 6.69 70.6 21.000 3.0159 42700.20 63334.50 0.674 tI' T5 100 -80 P4x.237 20.06 6.69 53.1 21.000 3.1741 60346.50 66655.00 0.905 tI' HI-3 (1.34 CR) -94 T6 80-60 P5x.375 20.06 6.69 43.6 21.000 6.1120 79359.00 128351.00 0.618 tI' T7 60-40 P6x.432 20.06 10.03 54.8 21.000 8.4049 95983.40 176504.00 0.544 tI' T8 40-20 P6x.432 20.06 10.03 54.8 21.000 8.4049 1\3328.00 176504.00 0.642 tI' T9 20 -0 P6x.432 20.06 10.03 54.8 21.000 8.4049 129753.00 176504.00 0.735 tI' BSD Job Page SPMA0019A 28of29 Bay State Design Project Date 241 Boston Post Road Wesl 160 ft Self Supporting Tower 15:26:45 07/23/09 Marlborough, MA OJ 752 Client Designed by Phone: (508) 229-4100 Pocket Communications kw FAX: (508) 485-5321 Section Elevation Size L L. KI/, F. A Actual Allow. Ratio No. P p. P ft ft ft Icsi in1 Ib Ib P. Tl 160 -140 Ll 314xl 3/4xl/4 7.71 3.71 84.3 21.600 0.8125 2358.64 17550.00 0.134 V T2 140 -120 L2x2xI/4 10.19 5.14 IOU 21.600 0.9380 2688.37 20260.80 0.133 V T3 120 -106.67 L2 II2x2 I12xl/4 12.44 6.31 98.4 21.600 l.l900 3436.07 25704.00 0.134 V T4 106.67 -100 L2 II2x2 I12xl/4 13.19 6.68 104.2 21.600 l.l9OO 3644.67 25704.00 0.142 V T5 100 -80 L2 II2x2 I12xl/4 15.49 7.78 121.4 21.600 l.l9OO 5332.69 25704.00 0.207 V T6 80-60 L3x3xI/4 17.89 8.93 115.2 21.600 1.4400 6204.96 31104.00 0.199 V T7 60-40 L3 II2x3 I12xl/4 21.46 10.79 118.8 21.600 1.6900 7590.13 36504.00 0.208 V T8 40 -20 L3 II2x3 I12xl/4 23.80 11.96 131.6 21.600 1.6900 8677.53 36504.00 0.238 V T9 20-0 LAx4xl/4 26.19 13.15 126.3 21.600 1.9400 9842.90 41904.00 0.235 V Section Elevation Size L L. KI/, F. A Actual Allow. Ratio No. P P. P ft jt ft Icsi in1 Ib Ib P. TI 160 -140 L3x3xI/4 6.59 6.35 81.9 21.600 1.4400 22.80 31104.00 0.001 V T3 120 -106.67 L2 I12x2 I12xl/4 9.20 8.96 139.8 21.600 l.l9OO 226.05 25704.00 0.009 V T4 106.67 -100 L3x3x51l6 10.94 10.65 138.6 21.600 1.7800 347.08 38448.00 0.009 V Section Elevation Component Size Critical P SF'P .... % Pass No. ft Type Element Ib Ib Capacity Fail Tl 160 -140 Leg P2.5x.203 2 -15744.40 40534.26 38.8 Pass Diagonal Ll 3/4x I 3/4x 1/4 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 L2x2xI/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 II2x2 I12xll4 70 -3487.66 11105.06 31.4 Pass Top Girt L2 II2x2 I12xll4 69 -247.01 7240.15 3.4 Pass T4 106.67 -100 Leg P3x.3 83 -52953.90 64361.90 82.3 Pass Diagonal L2 II2x2 Il2x 1/4 88 -3782.05 10124.93 37.4 Pass Top Girt L3x3x51l6 87 -379.60 10982.20 3.5 Pass T5 100 -80 Leg P4x.237 95 -7542l.l0 74604.54 1Ol.l Fail )( Diagonal L2 II2x2 I12xl/4 98 -5524.53 7869.10 70.2 Pass · " BSD Job Page SPMA0019A 29 of 29 Bay State Design Project Date 241 Boston Post Road West 160 ft Self Supporting Tower 15:26:4507/23/09 Marlborough. MA 01752 Client Designed by Phone: (508) 229-4100 Pocket Communications kw FAX: (508) 485-5321 Sec/ion Elevation Component Size Crilicol P SF·P"'low % Pass No. ft Type Element Ib Ib Capacity Fail T6 80 -60 Leg P5x.375 116 -99046.80 150066.47 66.0 Pass Diagonal L3x3xIl4 119 -5803.55 10340.61 56.1 Pass T7 60 -40 Leg P6x.432 137 -120754.00 195916.33 61.6 Pass Diagonal L3 112x3 I12xll4 140 -6831.81 1i539.01 59.2 Pass T8 40 -20 Leg P6x.432 152 -143903.00 195916.33 73.5 Pass DiagonaJ L3 112x3 I12xll4 161 -8218.32 10565.17 77.8 Pass T9 20 -0 Leg P6x.432 167 -166016.00 195916.33 84.7 Pass Diagonal L4x4xll4 176 -9566.29 12903.73 74.1 Pass Summary Leg (T5) 101.1 Fail )( Diagonal 77.8 Pass (T8) Top Girt 3.5 Pass (T4) RATING = 101.1 Fail )( Program Version 5.3.1.0 -101312008 File:N:IERITower-RISA TowerlPocket CommunicationslSPMA0019A1SPMA0019A.eri PROJECT SCOPE THE PROPOS£O SCOPE OF WORK GrNERAllY ENTAILS THE INSTAl...U.TION Of~ 1. TElECOMMUNICATIONS ANTENNAS, COAX, ICE BRIDGE OR CABlE TRAY. RADIO &: PPC CABINET INClUDING THE NECESSARY ununES. 2. A TOTAl. OF (J) PROPOSED PANEL ANTENNAS WOUNTED TO THE EXISTlNG Sl'RUCTURE. 3. ELECTRIC & TELCO SHAlL BE ROlITED ABOVE OR UNDERGROUND TO THE PROPOSED EQUIPMENT IN ACCOR[W.ICE WITH LATEST NEC EDmON ADOPTED BY LOCAl. AlnHORf11ES. PROJECT SUMMARY APPIJCANT I LESSEE YOUGHIOGHENY COUMUNlCAllONS NORTHEAST, uc. D/B/A POCKET COMMUNICATIONS 1 F'EDERAL STREET, BUILDING 1111 SPRINGFIELD, W. 011(),5 PROPERTY INFORMATION SITE ADDRESS: PROPERTY OWNER: TOWER OWNER: POCKET COWWUNICATIONS CONSTRUCTION WANAGER: S1RUCTURE """ COORDINATES: 591 NORJ)f WEST SJREEr N:;AW~. ~ 01030 WWU'-lV P.O. BOX 2210 SPRINGf1El.D. IliA 01102 WWU'-lV P.O. BOX 2210 SPRINGf1Il.D. ~ 01102 BD..I. HIHCI<LEY LATOCE TOWER LAT1TUDE: N 4Z OS' 01.71· LDNGrTUDE: W 7T 42' 15,79' 1 ! P~~I!~! :~lSPECTION SERVICES ZOOq JUL 21 SPMA0019A 591 NORTH WEST STREET AGAWAM, MA 01030 ~~ .... . ,~r VI CINITY MAP (NOT TO SCALE) t£mPLAN~· ~PlANNlNG~ --020 CODE COMPLIANCE 1. BUILDING COOE: SBC-2005. 2003 INTERNATIONAl.. BUIlDING COOE WITH cr SUPPl..DIENT. 2. ELECTRICAl.. CODE: NEC-2005. 2005 NATlONAl ElECTRJCAI... COOE PROJECT INFORMATION 1. THJS IS AN UNMAHNro TELECONMUNJCATIOH fAClUlY CONSlSTlNG OF 9TS EOUIPWENT AND PANEL ANTENNAS. 2. All ITEWS SHOWN HEREON ARE EXISilNG UNLESS OTHERWISE NOTED. 3. THJS IS AN UNWoNNED FACI'UTY. THE SIlE WILl. CREATE NO TAASH. nrus REQUIRES NO DlIWPSTER. 4. DE\flOPMDfT AND USE OF mE SITE Will. CClNFORW TO ALL APPL.JCABL£ CODES AND ORDltw«:ES. 5. EMERG£NCY POWER SUPPLY IS A CEll PACK BATTERY SOURCE AND NOT A F'l..AMWASlE UQUID SOURCE. S. NO POTABlE WATER SUPPLY IS TO BE PRO\1DED AT THJS lDCAlION. 7. THE POCKET COt.IMUNlCAllON IUJJfT[NANCE CREW (T'tPIC:AUY ONE PERSON) WILL WAKE AN AVERAGE Of ONE TRlP PER WONTH AT ONE HOUR PER VISIT. SHEET INDEX APPROVALS LANDLORD: CONSTRUCTION MANAGER: RP ENGINEER: SITE ACQJUSmON AGENT- 1----------------------"-------------. -----------41 B. FACILITY IS UNJoIANNED AND NOT fOR HUW,MI HABlTATlON. ~ JCCESS NOT REQUIRED. DRIVING DTRF.r.TTON~ EROM poem Qf1JCEo ~ ~ ~ ~ ~ U ~ ~ PCi~J5;gl Pocket Communications 1 Federal Street Building " t 1 Springfield, ),fA 01105 tvi~XTON __ ._ ._N)I..OO:"I". Ie. BAY STATE DESIGN -=-----.-,.1 .... _ ... _ ""-__ ~_ --.... 1M. 01J~ f"-= ~SJZt ("""""~1lI09'" s.. Dcoip. ........ n IS ,. VlOLATImI or LAW fOR ANY PERSIa, UNLESS THO' ARE ACTING UNDtlI THE DIIl!t:CTION or A LICENSED PROfESSIONAl DlGINEER, TO -'1.TtR THIS 00CU00Dn. """"" . ItoGtG 81': ulSCH.£:; 2882.107 '~ .. iii! 10000BI':twM AS ..... SPMA0019A AGAWAM,MA START OUT GOING sotm1EAST ON fEOERAL. ST TAYLOR STREET. TURN LEfT ONTO TAYLOR STREET. FOlLOW TAYLOR STREET TO DWIGHT STREET. TURN LEFT ONTO DWIGHT STREET. FOlLOW DWIGHT TO HARRISON AVE. TURN RtGHT ONTO HARRISON AVE. Fou.ow J-I..tRRSSON TO 90LAND WAY. FOlLOW BOLAND WAY TO MEWORW. ROTARY TAKE SECOND EXIT TO 1IiA-147/U0I0R1AI... AVE. FOLLOW MOIOR\AL AVE TO SPRINGfIELD STREET. TURN RIGHT ONTO SPRINGflEl.D ST. FOUDW SPRINGflELD TO NORTH ST. TURN RIGHT ONTO NORTH ST. FOLLOW NORTli ST TO NORTH WEST ST. TURN RIGHT ONTO NORTH WEST ST. ACCESS ROAD IS l.OCATtD ON lEFT. ~AMw:r='l I------G-E-N-E-RA-L-C-O-N-TR...IA-C-T-O-R-N-O-T-E-S----~IIm..-no'· I TITLE SHEET UNDERGROUND DO NOT SCALE DRA1!!NGS I ~;;:::;;::======~ SERVICE ALERT ~ CON'TRACTOR SHAll. VERIFY ALL PlANS AND EXJST1NG i ..... ___ ....... CALL TOLL FREE O!wENSIONS AND CONomONS ON THE JOB srrr AND 1-888-OIG-5AFE SHALL IWMEDIATaY NOTIfY THE ARCHITECT IN WRITlNG OF Am DISCREPANCIES BEFORE pROCEEDING wrrH THE 1HR£I" WORKt«: MYS fIEJ""OR£ YOU DIG WORK. I T-1 J NOI.LJfi1:l.LSNOJ (f) w c-o z ....J « u 0:: c-U W ....J W (f) w c-o z ....J W W c-(f) o z U 0:: o u... z W 0:: o Z « w c-W 0:: U Z o U (f) W C-O Z ....J « 0:: W Z W o 1:10.:1 (f) w C-O Z ....J « 0:: W Z W o w c- (f) (f) w C-O z ....J W W c-(f) ....J « 0:: ~ c-u ~ 0:: c-(f) (f) W c-O Z o Z o Z ~ o 0:: o w o « 0:: o Z o 0:: o u... (f) w b z z o c-u « 0... :::;; o U ....J o (f) • (J) s Z .-l ~ W Z W CJ ~ I Z (.J :.-~-. -'-K -, -, _ /[XIST'NC CHAIN U,,~ fENCE '-'-'-'-'--, -, -, -, -·-X_. EXISTING G[N[RA1QR -'-. -, -'-'-'-TI.\ r--- I .--, I .4' -!l I I Ifi=ir> ' . I -/3'iO": N I ~ ~ """"' 'M", "",>,) I , , , , , , . I ., LPROPOS(O POCl(n r~: 6'-0",6'-0' @ / -'----:.--<- -'<1 / • ( • I I ) '----1 n'STINC V[RllON EOIJIPt.lENT SHELTER nlSllNG '" BRIDGE nlSTll'IC WU\THER HC,-,!) nlSTINC 16S'! ACe vnlCE TOWER , . L_-;!_ __ J i I """ AA£A " I/~----~ " . " " " " " ~ I " 7-----i-J " . " I " " " " " I I " " " " " EXISTING OVERH POW!:R LINE L ""'"'" I'OC"'@ ,,' """""""'" ' ~"-_-::'-::'-::'-::'-::'-::'-::'-::'-::'::'::'::'::'::'::'-::'_______ =~lIl'R~ [-1 j',' _______ ~~~~~~~~ ~~~~~~~~~~~~~=o~ I I ~~~~""""~~c,-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-._._._._.-.-.-._._.J JUSTING UTilITY POLE ~?M,~.?U.~_D PLAN CD POCKET RF SYSTEM SCHEDULE SECTOR ANTENf.lA AZIMUTH OOWNlIlT RAO eTR, J.lAK[ uOOEl rEED PCSCOAx COAX LlfR. LENGTH, FT. AGl SIZE, IN. n.' ~"'" lit. 11'1 ,. SEE NOTE 1]5'::1. ~, APJ:Vll1-:xl~ 11S-C-IoCU BOrrot,t I 5/8-. RfS (LCfl~-~) 160't ",. lB. Ie 175" SH NOTE IJ~;:I: '" M>'N16-2'06511$-C -ACU oono ... I 5/11". RfS (lCF1!r.8-!>OJl) 16O':! ""'-., .. 315' SEE NOTE U!>';t '" .o.PxvI8-2'06517S-C-IoCU oonoy I 5/8'. Rrs (lCf1!:>6-!JOJI.) IW'i CPS 11 ".~ ~,--'I' '" ,nceouu. oono,," 1/2' '" ",', COAX CABLE lH'CTHS AR[ [S1' ..... 1[S, CONlRAClOll SHAll V£R1rY IN rI£lD. flUU110 DDS ANlI.lON ... Sti~ET fO. F1NAl. 1lLT ANDAllMlITMS ~ @ _ POC><U "" A-3 ANl£NNA MOI.M"EO ON """""" ~""'" ~3 PR'OPOSED POCK(l PPC CABINET WClIJtflED ON A-J £-1 PROPOSED H-fAAWE i @ PROPOSED POCKET ' 6'-0·,6'-0" \.J "'-J I.£ASE AA£A , , , ..-----------, , , I I I ... , , , , """""'" POC><U '" ~' CABIND WClUJrmD ON 1It-3 £-1 """"""'~ ..... , 7TlttJ1 : Ilf ~ , " , , , PROPOSED POCKET ~ EQUIf'M£NT H-flWIE \EY " " " " " " " -J,J.. ---+-1--- " " " ----_1 PROPOSED POCKET ru " H1STINC 15IS'i "-G.L u.nCE TOWER ICE BRIlG[ \EY PROPOSED CAa.£ I..AOOER ~ '87 £XISTIHC TOWER FOUNDATION ~?~~~~~NT LAYOUT PLAN CD ~ ~ U ~ ~ r/1 ~ U ~ ~ -pQ.~I~~~- Pocket Communications 1 Federal Street Building N 111 Springfield, ~A 01105 NflxTON 1~1 IIo>I0D p"", Road W.., M.rlboH'U,b. MA OI7~~ Ph.D" ~O~·1~9·~IOO Fu: ~Oi.4~~.~J2' BAY STATE DESIGN Bu Sll'~ DOli,., lD~. ""~hil"U ' h,i.«n 2'1_I'oolRDadWnt Morlbo'ODlh. JotA 01 H2 Pboa.; SOI·21'1·(,OO lu: jU.H5.5J11 CGpyripI c,2tlM a.,. .s.. DMip.1n<orp:nIed IT IS A VIOLATION or L .... FOR MjY P£RSON, UNlESS THO" /<AE ACTING UNDER TIiE DtIl£C11OH or ,.. lIC£NS£D PROf"ESSIOMl ENGINEER, TO ALTER nns OOCU'-(NT. I01/OI/09~ [) 106/29/09 REV DATE PROJEcT ,: 2882.101 REVISIONS CONSTRUCTION "HAl. ISSUEO rOR REVIEW DESCRIPTION OCSICN£I) Elf: n!SCAlE: .... '" "" o€CK(O En":TIIV, AS NOTED SPMA0019A AGAWAM, MA 591 NORTH WEST STREET AGAWAM. MA 01030 ilRA"II'IliG lITLE· COMPOUND AND EOUIPMENT LAYOUT PLANS I~ A-1 -I -0-.-.-~~.~.¥~~~l\!!t;'L._.- @ -.om ...... ....,.-.\-3 (TYP. I PER SECTOR. 'I'tJUt. OF 3) ___ .Icl,. •• QLQl_~~~.~~._.~ (ltV. _ I~ -5 ± AC.L. ~ CoL OF PROf'OS(D POQC[J' HfIDfW! ~ liLY. _ 1~:t1&L 'fI' -·--tttv.~-~~·~L~~--·-·-$- _._ . ..£b.....~~_~_~._._.~ DL'I. _ !iK) -o:t ,,"C.L -----rcfT _._..f:~_~_~_~_~~ _____ ~ El..EV._~_O:tAG.L ~ .............. , """ CQQ; ... (roDIL tI • UCS) ........ ffi c-.I LCaJII \Efl EXI!rnNC 10'--o":t A.U """" lOWEll """" """"" [0t.IPW[Nl 9£LTOt PfU'OSID PCIOIU ~ a__ \E9 ~.:=:'~ PACIPOSID""""'" '8 """"" """""" """'"" """ """ rooa; _._JL.~~ ~ PJUIOSID ~t.£.I~'O':?:tAc:rv -... , ................. @@ ~OJI e l ELEVATION ---... , E-t ~., .. ~.-.. ~. ® ~ ~ U ~ r/j ~ U ~ ~ PQ~,Is~l Pocket Communications 1 Federal Street Building '111 Springfield. MA 01105 tvikXTON _ .... ,~.oo:. MY STATB DESIGN 241 IIIMIDo _ ...... "--= __ :za_nOD ~ l1li. O'l7~ rOK ____ lI.321 C~01OO9BayS-D<sip.~ '(NGIN[[R/lNCO SlI&\I£YOR 0Alt: IT IS A VJOLAT'IOM or lM FOR ANY P(RSOIt, UNLESS THtY ARt: ACTlHG UNDER THE IMJI:[CJ1Otf Of" A UC[NS£I) PROrESSIONAI.. £NCDCEER. 10 AlTER nas DOCUMENT • .2 f07/7l/DI: 11/01/091 o 10et29/091 REV ... " PROJECT I: 21Ul2.I07 ......... RE'Y tm£ SH(£T COMSTRUCTION F1NAl. ISSUED FOR REY£W D<SC ........ D[5IQ€D ft: DJSCIrlL: ra.I 81': ....:: AS MOTUI lomolJr.1M, SPMAOO19A AGAWAM, MA rrr~=AM~~1 1--~LEVATION rA-~ SEC10R c.o. ... w. AZI"'Ul'" 31!>' '" EXISTING lJIllJCE. ''''''' I SECTOR BETA A]I"'U1H 17!>· ---SECTOR ALPHA AZIMUTH 7(1 " rtNe[ POST CAP 2-1/2". U-BOlT (lYP) .>3.1/4.0'_10" LG (Llv) !>/S". BOLl (lYP) 2.2.5/16.Z·-8" LG 2 1/2'e STANDARO PlP( OOUBLE NUTS & WASHERS I I I#.f '·'0' "~ 03.03"/ •• 2'-8" LG J :'i' 2.2.5/16,,'-8' LG 'II/ 03/4'. HOLES 0 :2 '/2" OC 1/2'. lHRt.ol)(D ROO (I'-a' LG) COA~ CASU w/ aun[RfLY CLIPS 2 1/2' S10 CALV "'" "~6",6',5/8" BASE PL E.. •• '-;/;~L~~R SECTION ·'B-B" ~sl--Is ·03/16 :2 1/2' STD. GALV. PIPE 6",6",5/a" aASE PL 1 o 1 5 ~ u ~ ~ r/1 5 u '-}fC>}~z 1~:?~-·,~·)llC ~,-,f'.'~' 11.-:/) 4 _ 1/2". "'ILII KWIK BOLT nl OR N'PRCN[D EOUAL (",'NI"'UM EMBfD"'ENT OF 03 1/7") 1/4" L[V[lING PL (OPTIONAl) ~ UNIVERSAl TAPERED LEG CLAUP Kll (RfS PIN: 916997) PROPOSEO :2 3/a", 0.0. ANTENNA IojOUNlING PIPE (lYP.-J) ANTENNA MOUNT DETAIL CD PROPOSED ICE BRIOGE r----------------, I I I PIPE 3 STD. '-3 1/2" "'" " ;~-i -i-FtL-. '01 , .. I I ACOATA PPC CABINET f.t.sTENEO TO CHANNELS a-LINE a26-SH-GALV_120 CHANNEL (TYP. or !» CUT TO tENGTH 3/8". AlO7 u-BOlT (lYP. or :2 PER CI1ANNEt) nN. GRADE 01 -' .. <....Y'-.J , : l" , , l----+I"·-U '" sn[ PRO CRlP STRUT BRIDGE CHANNEL (PART NO. GR524) """"'--8lS 03231 ,., .. " I ,,', I ""'" .,. CQNCR(1E PIER """" TOP or (E) CONCREl[ PAD T.) AlL STEEL Sr1,Io.lL BE HOT DIPPED GAlVANIZED. All BOllS TO B( rURNlSHED WITH LOCK WASHERS AND NUTS. 2.) SEE OElAlL 'A" fOR UOUNlING ICE BRJDCE 10 CONCRElE PAD 3.) :>000 PSI COIojIotERClAI. "OUIK-CRO(" IoIAY BE USED fOR PIERS ~11~y'/.'"'" i'-,··~~~oorRiN'I 'f! . DETAIL "A" ICE BRIDGE DETAIL CD PIPE 3 510. GAlV. w/ fENCE POSt 01>. PROVIOE 3' 1oj1N. EIotBEOIotENl INTO CONCRETE (TYP. Of 4) SITE PRO fOUR POST BRI(X;( suPPORT BRAC'IET (PART NO. fP24) ~ · , ... 3/8'. AJ07 U-aoL1S (TYP. 2 PER CHANNEL) B-lINE B26-SH-GALV-120 CHANNEL (TVP. Of ~) CUl' TO lElofCTH ACOATA PPC ~" OSTENEO 10 .,....." '''''' Iol[M8[R CABLE MOUNTING DETAIL ~A~ SUPPORT DETAIL ® I" C1-W.IfER (TYP.) ~[ · , "I ~NClBOIIAA CPS ANTENNA ~ ............-I.IAlE mc CABLE TO ANTENNA w.sT 10 ANTENNA COUPLER NUT }'="j"""1]2 ~~~~~YtU ~I ·""""~~3n"" ._ '31E1l\fft~JF. CPS CONNECTOR KIl (P/N: NTt379M 1-375 n.) """ (5) ,. R£8AR VEFIT. BlS 3131 @' """" -~ u-r= I 5 """" I ~ ~ L ~ ___ _ -- - ---- ------"""--LIMITS Of POCI(ET CO",,,,uNICATIONS 6·,6' L(AS£ AA(~ EQUIPMENT CABINET ~~~P?~T"FRAME DETAIL 8) 1 1/2" YIN. Il RfBAl'! TIES o S' o.c. z • 111111 ~ ~I 12". CONCR[TE fOUNllATIOH (TYP.) ~e~,~I~~,:~T", FRAME ELEVAnON ® 3". 510. PIPE GROI.IU[T N TYPE CONKECTOR ~ft c::::I)TO EOUIPIotENT CABINEl lICHTNING PROTECTION DEVICE ~~; .~~TENNA DETAIL (2) ACOATA POWER PROT[CTI(l>t ~(1 (PPC) SP£ClI'ICA'ION'i ""''''''''' 4Di1 • 20 ........ IO'D PPC CABINET DETAIL CD INST ..... l HOISl GRIP ",T TOP or TOWER " ." 1 -"" , " -1 I 0 ~' ~ 1 - , '-----------~ MORlU 815 3231 CABlHET SPECIfICATIONS BIS 0I101(NS1()NS 17.7"0 • 22 ....... 36.1" ... BAmRY ENCl~1![ (llI,l(N$IONSI \4.~"O • 23.:2!>'W • 2J.2!>"H WEIGHT W/O SAnER'!" l.O lBS. ......,; -rIGHT W/ BAlt£RI(S 150 Las. IoWl N(1Rt(l B1S J2Jl CABINET Y1N!I,tUI,t ClLARANCES OII!(CTIQN '"''''''"'1.1'"' ClEARANC( CA8IN[l sonoloj ,- C,o,£IIN(1 rRONT 27.5- BTS CABINET DETAIL ® ...-. pQ.~I~~~, Poc~et Communications 1 federol Street .. _ Building H 111 Springfield. MA 01105 rikXTON !~I BosIf!D p.., RO>d Wnl ~hrl~oroufb .. "'" Dl J~~ Pkn<: sn·!!,·4l00 !... ~Q!·H~·H:I BAY STATE DESIGN Ba! St.t~ O •• i,ft. IB<. "'"hit«!> • E~"B"" :~l 80s"", P"" Rood ........ .'!a<1bo,ou~h. MA 017S! -----rhOBr: !(I!·n9·.100 In: ~O~.~O·~J21 CO\')'n,~t-,2OO'i l4y S .... o..ign. Inr~ 11 IS ... lMIlATION or L.A. rOil ANY P[RSQt,I. UMltS'S THEY ARE ACTING UN[)[R H'E DIRECTION or A LICENSED PROfESSIONAL [NGINHR. 10 AllER THIS OOCUIoj(NT. 01/0l/0!1 o 01/29/09 REV OATE PROJ£CT I: 2882.101 I~ REVISIONS CONSTRUCTION fiNAL ISSUED FOR REVIEw DESCRIPTION ,OCS1GI€D Irf: u: I SCALE: ~B'I': IU: i(HOOD II'I':LW, AS NOTED SPMA0019A AGAWAM, MA SIlE ADDR£SS' 591 NORTI-l WEST STREET AGAWAM, MA 01030 Df!,I.IffINC lITlE: CONSTRUCTlON DETAILS rA-3~ , ." ~ , " • • ;';' • ,?-!ttZiSi.i"iS7 ~ 0' Ii; 00 ! ~~ ! J "-" ~ '"Ulll", ~8 zz 0 .! g t " -, --------..:::J,~ ZzZw 15<t 0 0 ;.0 l :t;:;;~ « :g~~:: •• .. /;. :}" ,/ Z 0 ",.t, « I ~ , ..... /..;,.~ / :% ~ \'-';' 0<" :::i! 005 Zoo .~ ~ ~ 0 I !2 • • ...... o(~ C» ::>::;00 0--~i ! ::"r '" ~ ~ '~iil <> ;;. ~ !~5oi ~ t;;< ..--~UJ .... « ~ . ;: <'1'\; l .. , .,... Ct: '.... u.I ..J ~ 0 ::f O<t...J E"O o>::i J ~lo (3 < '~r-:I I-<: ~cQ~ 0 « ~~ [§[§<i: I ~ v .~ !i ~ "'z • \:1' a: t;. ~ !!l 2: ~ O'!~<3 « ;;: W u1:~~ I: .... ~ ..u~.. ~-.):.,~ {i ~ ~ §~~~ ::::i! ~~ o(S~~ ,,0 '''" ~"'~,c-<3 1)l.o-m g' .... -" ,.;~ > ~ ~~/ -: 3'ji5;t •• a.. IIi "'" ~ ";: ~ 11 . j~/.lfO ~~Q 5 o~~~..: ~~~ CIJ ~~ u 0 "'", .~ > ..... iiiz « ; 0 ~ I~ ~'" "'~I'YOJ ~ "'.§CI:::1~ ~8c ~ 0 u " !Dill"'''':;! ~~V'f1 ! g:QOU > ... z'"'o ",0 Ce>.=o..o _ 0 ~ NOllJil'}l.LSNOJ '}IOd m :: • • Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 . Tel. 413-786-0400 Fax 413-786-9927 August 21, 2009 . Y oughiogheny Communications d/b/a Pocket Communications I Federal Street -Bldg. 111-1 Springfield, MA 0 II 05 To Whom It May Concern: --" .:->. ( . CO') "l-.. .'b.:.:? . :.c: r" b-r-:c n' o .:z... ~~ he en-, Cn ' .. . F At its duly called meetirig held on August 20, 2009; the Agawam Planning Board approved the Site Plan entitled "SPMAOOI9A, 591 North West Street; Agawam, MA 0·1030", 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 283. Sincerely, ~~ Pu:JVL~ Travis P. Ward, Chairman AGA W AM PLANNING BOARD TPW/DSD:prk cc: K. Light Consulting Services, Building Dept., Engineering Dept., Town Clerk, File 08/20/2009 15:02 FAX 4138210831 To: CC: From: Date: • Planning File Engineering AUgust 20, 2009 • TOWN OF AGAWAM Department of Public Works 1000 Suffield Street • Agawam, MA 01001 Tel (413) 821 0600 • Fax (413) 821 0631 Anthony Sylvia • Superintendeut MEMORANDUM Subject: Site Plan Approval for Pocket Communications ~ 002/002 Per your request dated, August 5, 2009, we have reviewed the Application for Site Plan Approval subinitted 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 proj ect. Engineering reserves the right to make additional cormnents 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, ~rP: a/hrz--. Michael F. Albro, P.E. Civil Engineer I /fUJt:i~ Michael C. Chase, P.E. 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" = l' 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 Qept., ADA Committee FROM: Planning Board 7 s0 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 20th meeting. Thank you. DSD:prk ! j I i o ~ nu,":.~,;,;.'i "j-LANrHrili HOARD I Font! 0 I " ~:-J! .. -.: ... -~:.r ~it: Ph.;; ApDr0va! I --------------------------------1 Please complete ~he foUawing form aDd returu it BDd 10 copies ortbe Site Plan to: , ,,«a .. am BuildlDg Departmeut I iM 3 .. ffieid Street I Agawam, MA 01001 I. N"menfRlI.in~~u~b~en~~m!la;CA~5~11Ia foci(Q,f Address_I .ErJhlQ ~~ \U-L5p6K1#rI~ UmIl\Urv Tclephone-P)I~-9~k?}?,qt, Fax 5LR ~'HQ-7" c8 2. Name of Applicant/Owner SaOll. Ii.& Clruli\..t Addrcss _______________ .-:... ___ __ Telephone Fax __________ _ 3. Name of Enginecr' .... hiloc. ba~ S*ru< 1Jo $ ~ Addre..,a,Y., khm?o¥rt kJ,a elL IAhS1-, Ibo II bfYT) } 01 It on<;. Telephone 50)5· ),-1-9 -4/ DD . Fax __________ _ 4. Plcase give a brief description oflbe proposed projeet: l' 6M <i\) I'I\-~ 3 aJ<1 {. al1detlfl.{U; 0'l )4:l<J"iY'g ~rt 4" I tt&.dll ( . ~ .. ~I ttJ-' Ov\.~~ Revised 211107 I REC'F~\fED AUG 05 2009 PI ~ h! ?It' \.(\ -'J (:', !~;,., t\ R 0 \... •. 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