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11-002 (8) MAT FOUNDATION DESIGN BY SABRE TOWERS & POLES (CONTINUED) 190' Monopole GLOBAL TOWER LLC Northampton, MA (50075) 9 -29 -11 REB Pier Design: 4V„ (kips) I 611.2 I V„ (kips) f 49.5 (IV 42(1 +N„!(2000A 611.2 V, (kips) 0.0 ( *" V, max = 4 f, (kips) I 1428.0 Maximum Spacing (in) 5.61 (Only if Shear Ties are Required) Actual Hook Development (in) 19.00 Req'd Hook Development I (in) 18.73 Ref. To Spacing Requirements ACI 11.5.4.3 • Flexure in Slab: 4 (ft I 3671.1 I M, (ft I 3632.7 a (in) 2.23 Steel Ratio 0.00632 ai 0.85 Maximum Steel Ratio (.75p 0.0214 Minimum Steel Ratio 0.0018 Rebar Development in Pad (in) ( 168.00 1 Required Development in Pad (in) 46.91 Condition 1 is OK, 0 Fails Maximum Soil Bearing Pressure 1 Pier Area of Steel 1 Pier Shear 1 Interaction Diagram Visual Check 1 Two -Way Shear Action 1 One -Way Shear Action 1 Overtuming 1 Flexure 1 Steel Ratio 1 Length of Development in Pad 1 Hook Development 1 Page A z_ MAT FOUNDATION DESIGN BY SABRE TOWERS & POLES 190' Monopole GLOBAL TOWER LLC Northampton, MA (50075) 9 -29 -11 REB Overall Loads: Factored Moment (ft -kips) 7440.83 Factored Axial (kips) 77.711 Factored Shear (kips) .40:503" Bearing Design Strength (ksf) 7.5 Max. Net Bearing Press. (ksf) ( 3.94 I Water Table Below Grade (ft) • 5 Width of Mat (ft) 28.5 Ultimate Bearing Pressure (ksf) 10.00 Thickness of Mat (ft) 2 Bearing Os 0.75 Depth to Bottom of Slab (ft) 6. Quantity of Bolts in Bolt Circle 24 Bolt Circle Diameter (in) 64.5 Top of Concrete to Top of Bottom Threads (in) 60 Diameter of Pier (ft) . 7 Minimum Pier Diameter (ft) 6.88 Ht. of Pier Above Ground (ft) 0.5 Equivalent Square b (ft) 6.20 Ht. of Pier Below Ground (ft) 4 • Quantity of Bars in Mat 55 Bar Diameter in Mat (in) . . 1 Area of Bars in Mat (in 43.20 Spacing of Bars in Mat (in) 6.20 Recommended Spacing (in) 1 6 to 12 1 Quantity of Bars Pier 32 Bar Diameter in Pier (in) 1.41 Tie Bar Diameter in Pier (in) 0.5 Spacing of Ties (in) 12 Area of Bars in Pier (in 49.97 Minimum Pier A (in 27.71 Spacing of Bars in Pier (in) 7.42 Recommended Spacing (in) 6 to 12 Pc (ksi) 4 fy (ksi) . 60 . Unit Wt. of Soil (kcf) 0.115 Unit Wt. of Concrete (kcf) 0.15 Volume of Concrete (yd 66.58 Two -Way Shear Action: Average d (in) 20 4Vc (kips) 1 1239.8 1 V (kips) I 108.9 4V 442 + 4 /J3 1859.8 4V tb(a,d /b +2)f c 1n bod 1378.9 4V c = 4p41" 1239.8 Shear perimeter, b (in) 326.73 { 1 One Way Shear: • +Vc (kips) 1 735.4 1 V (kips) 479.2 Stability: Overtuming Design Strength (ft -k) 1 8102.7 1 Total Applied M (ft-k) 1 7762.6 Page SABRE COMMUNICATIONS CORP JOB: 00 -50075 29- Sep -11 11:18 2101 Murray Street GLOBAL TOWER LLC Ph 712.258.6690 Sioux City, IA 51101 Northampton, MA Fx 712.258.8250 SHAPE: 18 SIDED POLYGON with FLAT -FLAT ORIENTATION BOLTS: QUADRANT SPACED BOLTS 6.00 in. ON CENTER LOCATE: POLE DATA DIAMETER = 57.65 in. BASE AXIAL FORCE= -77.7 kips Vert PLATE - .5000 in. ACTIONS SHEAR X = 31.6 kips Long TAPER = .2250 in /ft SHEAR Y = 38.1 kips Tran POLE Fy = 65.00 ksi X -AXIS MOM = 5260.7 ft -kips Tran Y -Axis MOM = 5260.7 ft -kips Long Z -Axis MOM = .0 ft -kips Vert DESIGN CASE = 1 3s Gusted Wind Design: ANY Orientation Reactions at 45.00 deg to X -AXIS BOLT LOADS AXIAL - COMPRESSION = 233.96 kips AXIAL - TENSION = 227.49 kips SHEAR = 2.90 kips AXIAL STRESS = 71.99 ksi. SHEAR STRESS = .95 ksi YIELD STRENGTH Fy = 75.00 ksi ULT. STRENGTH Fu = 100.00 ksi Interaction ALLOW STRESS Fa [ .80 x 1.00] = 80.00 ksi .924 TIA -G SHEAR Fv [ .80 x .40] = 32.00 ksi TENSION AREA REQUIRED = 2.92 in ^2 TENSION AREA FURNISHED = 3.25 in ^2 ROOT AREA FURNISHED = 3.07 in ^2 A615 : :: ANCHOR BOLT DESIGN USED 24 Bolts on a 64.500 in. Bolt Circle SHIP 2.250 in. Diameter 67.13 in. Embedded (lbs) 12.00 in. Exposed 84.00 in. Total Length 3179 CONCRETE - Fa= 4000 psi ANCHOR BOLTS are STRAIGHT w\ UPLIFT NUT BASE PLATE [Bend Model: 1/4 Circ ] BASE PLATE USED YIELD STRENGTH = 50.0 ksi BEND LINE WIDTH = 45.7 in. 3.00 in. THICK SHIP PLATE MOMENT = 4284.7 in -k 67.25 in. SQUARE (lbs) THICKNESS REQD = 2.886 in. BENDING STRESS = 41.6 ksi 45.25 in. CENTER HOLE 1868 ALLOWABLE STRESS = 45.0 ksi [Fy x .90 x 1.00] 17.00 in. CORNER CLIP - - - - LOAD CASE SUMMARY ABolt -Str Plate -Str FORCES-(kips) MOMENTS-(ft-k) _ MOMENTS- (ft -k) Allow _Actual Allow _Design LC Axial ShearX ShearY X -axis Y -axis TorQ CSR ksi ksi ksi Code 1 77.7 31.6 38.1 4749 5728 0 .924 75.00 41.63 45.00 TIA -G 2 58.6 31.6 38.1 4624 5577 0 .897 75.00 40.40 45.00 TIA -G 3 100.8 5.0 6.0 711 857 0 .153 75.00 6.93 45.00 TIA -G 4 63.6 7.1 8.6 1053 1270 0 .212 75.00 9.59 45.00 TIA -G Page C 10 SABRE COMMUNICATIONS CORP JOB: 00 -50075 29- Sep -11 11:18 2101 Murray Street GLOBAL TOWER LLC Ph 712.258.6690 Sioux City, IA 51101 Northampton, MA Fx 712.258.8250 11.25 1.00 3.92 .00 .0 11.0 -60.9 - 1525.8 .0 .0 80.59 .226 6.25 1.00 3.92 .00 .0 11.06 -62.4 - 1580.8 .0 .0 80.13 .226 1.25 1.00 3.92 .00 .0 11.10 -63.4 - 1635.8 .0 .0 79.66 .226 .00 1.00 3.92 .00 .0 11.11 -63.6 1650.0 .0 .0 79.54 .226 DISPLACEMENTS ..--` ELEV 1 DEFLECTION feet I ROTATION, degrees IMicroW X, ft X Y Z XY- Result X Y Z XY- Result A11oW 189.00 .00 5.10 -.10 5.10< 2.70 %> -3.11 .00 .00 3.11 Page C9 SABRE COMMUNICATIONS CORP JOB: 00 -50075 29- Sep -11 11:18 2101 Murray Street GLOBAL TOWER LLC Ph 712.258.6690 Sioux City, IA 51101 Northampton, MA Fx 712.258.8250 CASE - 4: Service Loads ANSI -TIA -222 -G WIND OLF 1.00 GUSTED WIND (3sec) 60.0 mph 96.6 kph VERTICAL OLF 1.00 EXP- CAT /STRUC CLASS B -II DESIGN ICE .00 in EXP -POWER COEFF. .2857 GUST FACTOR (Gh) 1.10 REFERENCE HEIGHT 1200.0 ft FORCE COEFF (Cf) .65 PRESSURE @ 104.2 ft 8.6 psf 412.3 Pa IMPORTANCE FAC (I) 1.00 BASE ABOVE Grd 1.0 DIRECTION FAC (Kd) .85 CREST HEIGHT .0 ft TOPOGRAPHIC CAT 1 APPURTENANCES Sabre Are Center WEIGHT AREA Tx -CABLE FORCES MOM. Line each each WIND Tra -Y Ax -Z Lg -X # Qty Description Elev -Ft Lbs Ft "2 Type Qty # /Ft Psf Kips Kips Ft -K 1 1 User Defined Loading 189.0 5 .1 10.2 .00 .0 .0 1 130 SQ.FT. (NO ICE) 140 189.0 2000 130.0 1 5/8" 18 1.04 10.2 1.33 -5.5 2 1 User Defined Loading 179.0 5 .1 10.1 .00 .0 .0 1 130 SQ.FT. (NO ICE) 140 179.0 2000 130.0 1 5/8" 12 1.04 10.1 1.31 -4.2 3 1 User Defined Loading 169.0 5 .1 9.9 .00 .0 .0 1 130 SQ.FT. (NO ICE) 140 169.0 2000 130.0 1 5/8" 12 1.04 9.9 1.29 -4.1 4 1 User Defined Loading 159.0 5 .1 9.7 .00 .0 .0 1 130 SQ.FT. (NO ICE) 140 159.0 2000 130.0 1 5/8" 12 1.04 9.7 1.27 -4.0 5 1 User Defined Loading 149.0 5 .1 9.6 .00 .0 .0 1 130 SQ.FT. (NO ICE) 140 149.0 2000 130.0 1 5/8" 12 1.04 9.6 1.24 -3.9 6 1 10' LP Platform with Handrail (R 139.0 1160 62.5 9.4 .59 -1.2 -.9 6 19' X 3IN WHIP 148.5 28 1 5/8" 6 1.04 9.6 -1.0 1 2' X 2' X 3IN PANEL 139.0 45 7/8" 1 .54 9.4 -.1 7 1 Pipe Mount (up to 6' Dish) 109.0 49 .1 8.8 .00 .0 .0 1 6' H.P. DISH 109.0 450 35.7 1 5/8" 1 1.04 8.8 .31 -.6 8 1 Pipe Mount (up to 6' Dish) 99,0 49 .1 8.5 .00 .0 .0 1 6' H.P. DISH 99.0 450 35.7 1 5/8" 1 1.04 8.5 .30 -.6 RESULTS WIND ICE • - -- FORCES,kips - -- - - -MOMENTS,ft- kips - - -: Fill Inter X, ft Kzt psf in IShearX ShearY AxiaZI BendX Bendy orgZI ksi 4.8.2 189.00 1.00 6.65 .00 .0 1.64 -5.6 .0 .0 .0 82.55 .006 184.00 1.00 6.60 .00 .0 1.70 -5.8 -8.3 .0 .0 82.55 .026 179.00 1.00 6.55 .00 .0 3.32 -10.3 -16.9 .0 .0 82.55 .046 174.00 1.00 6.49 .00 .0 3.39 -10.5 -33.5 .0 .0 82.55 .074 169.00 1.00 6.44 .00 .0 4.95 -14.9 -50.5 .0 .0 82.55 .100 164.00 1.00 6.39 .00 .0 5.00 -15.2 -75.2 .0 .0 82.55 .130 159.00 1.00 6.33 .00 .0 6.51 -19.5 -100.3 .0 .0 82.55 .158 154.00 1.00 6.27 .00 .0 6.55 -19.8 -132.8 .0 .0 82.41 .188 149.00 1.00 6.21 .00 .0 7.99 -23.9 -165.5 .0 .0 81.47 .217 148.00 1.00 6.20 .00 .0 8.02 -24.3 -173.5 .0 .0 81.29 .224 144.00 1.00 6.16 .00 .0 8.09 -25.2 -205.6 .0 .0 82.55 .146 139.00 1.00 6.09 .00 .0 8.83 -28.3 -246.9 .0 .0 82.55 .161 134.00 1.00 6.03 .00 .0 8.89 -29.0 -291.1 .0 .0 82.55 .175 129.00 1.00 5.97 .00 .0 8.94 -29.7 -335.5 .0 .0 82.55 .186 124.00 1.00 5.90 .00 .0 8.99 -30.5 -380.2 .0 .0 82.55 .195 119.00 1.00 5.83 .00 .0 9.04 -31.3 -425.2 .0 .0 82.55 .202 114.00 1.00 5.76 .00 .0 9.09 -32.1 -470.3 .0 .0 82.55 .209 109.00 1.00 5.69 .00 .0 9.48 -33.5 -515.8 .0 .0 82.55 .214 104.00 1.00 5.61 .00 .0 9.53 -34.5 -563.2 .0 .0 82.55 .219 99.75 1.00 5.55 .00 .0 9.56 -35.1 -603.7 .0 .0 82.55 .222 99.00 1.00 5.54 .00 .0 9.92 -36.5 -610.8 .0 .0 82.55 .206 94.50 1.00 5.46 .00 .0 9.98 -37.9 -655.5 .0 .0 82.55 .209 89.50 1.00 5.38 .00 .0 10.04 -39.2 -705.3 .0 .0 82.55 .211 84.50 1.00 5.29 .00 .0 10.09 -40.3 -755.6 .0 .0 82.55 .213 79.50 1.00 5.20 .00 .0 10.15 -41.4 -806.0 .0 .0 82.55 .215 74.50 1.00 5.11 .00 .0 10.21 -42.5 -856.7 .0 .0 82.55 .216 69.50 1.00 5.01 .00 .0 10.27 -43.7 -907.5 .0 .0 82.55 .217 64.50 1.00 4.90 .00 .0 10.33 -44.9 -959.2 .0 .0 82.55 .217 59.50 1.00 4.79 .00 .0 10.39 -46.1 - 1010.8 .0 .0 82.55 .217 54.50 1.00 4.68 .00 .0 10.43 -47.0 - 1062.5 .0 .0 82.55 .217 53.00 1.00 4.64 .00 .0 10.48 -48.3 - 1078.3 .0 .0 82.55 .218 48.00 1.00 4.51 .00 .0 10.52 -49.5 - 1130.8 .0 .0 82.55 .227 46.25 1.00 4.47 .00 .0 10.57 -50.8 - 1149.2 .0 .0 82.55 .227 41.25 1.00 4.33 .00 .0 10.63 -52.4 - 1201.7 .0 .0 82.55 .226 36.25 1.00 4.17 .00 .0 10.69 -53.8 - 1255.0 .0 .0 82.55 .225 31.25 1.00 4.01 .00 .0 10.75 -55.2 - 1308.3 .0 .0 82.46 .225 26.25 1.00 3.92 .00 .0 10.81 -56.5 - 1362.5 .0 .0 81.99 .225 21.25 1.00 3.92 .00 .0 10.87 -58.0 - 1416.7 .0 .0 81.53 .226 16.25 1.00 3.92 .00 .0 10.93 -59.4 - 1470.8 .0 .0 81.06 .226 Page C8 SABRE COMMUNICATIONS CORP JOB: 00 -50075 29- Sep -11 11:18 2101 Murray Street GLOBAL TOWER LLC Ph 712.258.6690 Sioux City, IA 51101 Northampton ,MA Fx 712.258.8250 11.25 1.00 3.60 1.81 .0 7.75 -96.7 - 1026.7 .0 .0 80.59 .161 6.25 1.00 3.60 1.72 .0 7.81 -99.1 - 1065.8 .0 .0 80.13 .161 1.25 1.00 3.60 1.53 .0 7.85 -100.6 - 1105.0 .0 .0 79.66 .162 .00 1.00 3.60 1.41 .0 7.86 -100.8 1114.2 .0 .0 79.54 .162 DISPLACEMENTS ELEV 1 DEFLECTION feet 1 ROTATION, degrees 1 X, ft X Y Z XY- Result X Y Z XY- Result 189.00 .00 3.33 -.05 3.33< 1.76 %> -1.99 .00 .00 1.99 Page C7 SABRE CO!4MUNICATIONS CORP JOB: 00 -50075 29- Sep -11 11:18 2101 Murray Street GLOBAL TOWER LLC Ph 712.258.6690 Sioux City, IA 51101 Northampton, MA Fx 712.258.8250 CASE - 3: 3s Gusted Wind &Ice - ANSI --TIA -222 -G WIND OLF 1.00 GUSTED WIND (3sec) 40.0 mph 64.4 kph VERTICAL OLF 1.20 EXP- CAT /STRUC CLASS B -II DESIGN ICE 1.00 in EXP -POWER COEFF. .2857 GUST FACTOR (Gh) 1.10 REFERENCE HEIGHT 1200.0 ft FORCE COEFF (Cf) 1.20 PRESSURE 8 104.2 ft 4.3 psf 204.8 Pa IMPORTANCE FAC (I) 1.00 BASE ABOVE Grd 1.0 DIRECTION FAC (Kd) .95 CREST HEIGHT .0 ft TOPOGRAPHIC CAT 1 APPURTENANCES -Sabre Areas Center WEIGHT AREA Tx -CABLE FORCES MOM. Line each each WIND Tra -Y Ax -Z Lg -X # Qty Description Elev -Ft Lbs Ft Type Qty # /Ft Psf Kips Kips Ft-K - - -- - - -- - -- - - -- - - - -- - - -- - ---- 1 1 User Defined Loading 189.0 5 .1 5.1 .00 .0 .0 1 130 SQ.FT. (NO ICE) 140 189.0 2000 137.4 1 5/8" 18 1.04 5.1 .70 -6.6 2 1 User Defined Loading 179.0 5 .1 5.0 .00 .0 .0 1 130 SQ.FT. (NO ICE) 140 179.0 2000 137.4 1 5/8" 12 1.04 5.0 .69 -5.1 3 1 User Defined Loading 169.0 5 .1 4.9 .00 .0 .0 1 130 SQ.FT. (NO ICE) 140 169.0 2000 137.4 1 5/8" 12 1.04 4.9 .68 -4.9 4 1 User Defined Loading 159.0 5 .1 4.8 .00 .0 .0 1 130 SQ.FT. (NO ICE) 140 159.0 2000 137.4 1 5/8" 12 1.04 4.8 .66 -4.8 5 1 User Defined Loading 149.0 5 .1 4.7 .00 .0 .0 1 130 SQ.FT. (NO ICE) 140 149.0 2000 137.4 1 5/8" 12 1.04 4.7 .65 -4.6 6 1 10' LP Platform with Handrail (R 139.0 1276 129.4 4.7 .60 -6.5 -.9 6 19' X 3IN WHIP 148.5 80 1 5/8" 6 1.04 4.7 -5.8 1 2' X 2' x 3IN PANEL 139.0 69 7/8" 1 .54 4.7 -.4 7 1 Pipe Mount (up to 6' Dish) 109.0 53 .1 4.3 .00 -.1 .0 1 6' H.P. DISH 109.0 958 36.7 1 5/8" 1 1.04 4.3 .16 -.7 8 1 Pipe Mount (up to 6' Dish) 99.0 53 .1 4.2 .00 -.1 .0 1 6' H.P. DISH 99.0 958 36.7 1 5/8" 1 1.04 4.2 .16 -.7 RESULTS WIND ICE : - -- FORCES,kips --- •--- MOMENTS,ft- kips- - -: F'y Inter X, ft Kzt psf in IShearX ShearY AxiaZI BendX BendY TorgZI ksi. 4.8.2 189.00 1.00 6.10 2.38 .0 .94 -6.9 .0 .0 .0 82.55 .007 184.00 1.00 6.05 2.38 .0 1.02 -7.5 -4.8 .0 .0 82.55 .019 179.00 1.00 6.00 2.37 .0 1.99 -13.2 -10.1 .0 .0 82.55 .033 174.00 1.00 5.96 2.36 .0 2.07 -13.9 -20.0 .0 .0 82.55 .050 169.00 1.00 5.9. 2.36 .0 2.99 -19.5 -30.4 .0 .0 62.55 .068 164.00 1.00 5.86 2.35 .0 3.06 -20.2 -45.3 .0 .0 82.55 .087 159.00 1.00 5.81 2.34 .0 3.95 -25.8 -60.6 .0 .0 82.55 .105 154.00 1.00 5.75 2.33 .0 4.01 -26.6 -80.3 .0 .0 82.41 .123 149.00 1.00 5.70 2.33 .0 4.83 -31.7 -100.3 .0 .0 81.47 .143 148.00 1.00 5.69 2.33 .0 4.87 -32.5 -105.2 .0 .0 81.29 .147 144.00 1.00 5.64 2.32 .0 4.95 -33.9 -124.7 .0 .0 82.55 .095 139.00 1.00 5.59 2.31 .0 5.84 -43.0 -150.3 .0 .0 82.55 .107 134.00 1.00 5.53 2.30 .0 5.91 -44.3 -179.6 .0 .0 82.55 .117 129.00 1.00 5.47 2.29 .0 5.97 -45.6 -209.1 .0 .0 82.55 .124 124.00 1.00 5.41 2.28 .0 6.03 -47.0 -238.9 .0 .0 82.55 .131 119.00 1.00 5.35 2.28 .0 6.10 -48.4 -269.1 .0 .0 82.55 .137 114.00 1.00 5.28 2.27 .0 6.16 -49.8 -299.6 .0 .0 82.55 .141 109.00 1.00 5.22 2.26 .0 6.39 -52.1 -330.3 .0 .0 82.55 .146 104.00 1.00 5.15 2.25 .0 6.45 -53.7 -362.3 .0 .0 82.55 .149 99.75 1.00 5.09 2.24 .0 6.48 -54.8 -389.8 .0 .0 82.55 .152 99.00 1.00 5.08 2.23 .0 6.69 -56.7 -394.6 .0 .0 82.55 .141 94.50 1.00 5.01 2.22 .0 6.76 -58.9 -424.7 .0 .0 82.55 .143 89.50 1.00 4.93 2.21 .0 6.82 -61.0 -458.5 .0 .0 82.55 .145 84.50 1.00 4.85 2.20 .0 6.88 -62.9 -492.6 .0 .0 82.55 .147 79.50 1.00 4.77 2.19 .0 6.94 -64.7 -526.9 .0 .0 82.55 .148 74.50 1.00 4.68 2.17 .0 7.00 -66.7 -561.7 .0 .0 82.55 .149 69.50 1.00 4.59 2.16 .0 7.06 -68.7 -596.7 .0 .0 82.55 .150 64.50 1.00 4.50 2.14 .0 7.12 -70.7 -632.0 .0 .0 82.55 .151 59.50 1.00 4.40 2.12 .0 7.19 -72.8 -667.6 .0 .0 82.55 .152 54.50 1.00 4.29 2.11 .0 7.23 -74.3 -703.5 .0 .0 82.55 .152 53.00 1.00 4.26 2.10 .0 7.27 -76.1 -714.3 .0 .0 82.55 .152 48.00 1.00 4.14 2.08 .0 7.31 -78.1 -750.8 .0 .0 82.55 .159 46.25 1.00 4.10 2.07 .0 7.36 -80.1 -763.5 .0 .0 82.55 .159 41.25 1.00 3.97 2.05 .0 7.41 -82.6 -800.3 .0 .0 82.55 .159 36.25 1.00 3.83 2.02 .0 7.47 -84.9 -837.5 .0 .0 82.55 .159 31.25 1.00 3.67 2.00 .0 7.53 -87.2 -875.0 .0 .0 82.46 .159 26.25 1.00 3.60 1.96 .0 7.58 -89.5 -912.5 .0 .0 81.99 .159 21.25 1.00 3.60 1.92 .0 7.64 -91.8 -950.0 .0 .0 81.53 .160 16.25 1.00 3.60 1.87 .0 7.70 -94.2 -988.3 .0 .0 81.06 .160 Page C6 SABRE COMMUNICATIONS CORP JOB: 00 -50075 29- Sep -11 11:18 2101 Murray Street GLOBAL TOWER LLC Ph 712.258.6690 Sioux City, IA 51101 North-ton MA Fx 712.258.8250 .01 17.58 .10 .A 4:.' - .8 - ..'2.5 -.1 .0 .1. ' .958 6.25 1.00 17.58 .00 .0 49.26 -57.4 - 6937.5 -.2 .0 80.13 .959 1.25 1.00 17.58 .00 .0 49.46 -58.4 - 7183.3 -.2 .0 79.66 .959 .00 1.00 17.58 .00 .0 49.51 -58.6 7245.0 .2 .0 79.54 .959 DISPLACEMENTS -- ELEV 1 DEFLECTION feet 1 ROTATION, degrees I X, ft X Y Z XY- Result X Y Z XY- Result 189.00 .00 22.09 -1.82 22.09 <11.69 %> -13.50 .00 .00 13.50 Page C5 SABRE COMMUNICATIONS CORP JOB: 00 -50075 29- Sep -11 11:18 2101 Murray Street GLOBAL TOWER LLC Ph 712.258.6690 Sioux City, IA 51101 Northampton A MA Fx 712.258.8250 CASE - 2: 3s Gusted Wind 0.9 Dead ANSI -TIA -222 -G WIND OLF 1.60 GUSTED WIND (3sec) 95.0 mph 152.9 kph VERTICAL OLF .90 EXP- CAT /STRUC CLASS B -II DESIGN ICE .00 in EXP -POWER COEFF. .2857 GUST FACTOR (Gh) 1.10 REFERENCE HEIGHT 1200.0 ft FORCE COEFF (Cf) .65 PRESSURE @ 104.2 ft 38.6 psf 1848.5 Pa IMPORTANCE FAC (I) 1.00 BASE ABOVE Grd 1.0 DIRECTION FAC (Kd) .95 CREST HEIGHT .0 ft TOPOGRAPHIC CAT 1 APPURTENANCES Sabre Areas Center WEIGHT AREA Tx -CABLE FORCES MOM. Line each each WIND Tra -Y Ax -Z Lg -X # Qty Description Elev -Ft Lbs Ft "2 Type Qty # /Ft Psf Kips Kips Ft -K - 1 1 User Defined Loading 189.0 5 .1 45.9 .00 .0 .0 1 130 SQ.FT. (NO ICE) 140 189.0 2000 130.0 1 5/8" 18 1.04 45.9 5.96 -5.0 2 1 User Defined Loading 179.0 5 .1 45.2 .00 .0 .0 1 130 SQ.FT. (NO ICE) 140 179.0 2000 130.0 1 5/8" 12 1.04 45.2 5.87 -3.8 3 1 User Defined Loading 169.0 5 .1 44.4 .00 .0 .0 1 130 SQ.FT. (NO ICE) 140 169.0 2000 130.0 1 5/8" 12 1.04 44.4 5.78 -3.7 4 1 User Defined Loading 159.0 5 .1 43.7 .00 .0 .0 1 130 SQ.FT. (NO ICE) 140 159.0 2000 130.0 1 5/8" 12 1.04 43.7 5.68 -3.6 5 1 User Defined Loading 149.0 5 .1 42.9 .00 .0 .0 1 130 SQ.FT. (NO ICE) 140 149.0 2000 130.0 1 5/8" 12 1.04 42.9 5.57 -3.5 6 1 10' LP Platform with Handrail (R 139.0 1160 62.5 42.2 2.63 -1.0 -4.0 6 19' X 3IN WHIP 148.5 28 1 5/8" 6 1.04 42.8 -.9 1 2' X 2' X 3IN PANEL 139.0 45 7/8" 1 .54 42.0 -.1 7 1 Pipe Mount (up to 6' Dish) 109.0 49 .1 39.2 .00 .0 .0 1 6' H.P. DISH 109.0 450 35.7 1 5/8" 1 1.04 39.2 1.40 -.5 8 1 Pipe Mount (up to 6' Dish) 99.0 49 .1 38.2 .00 .0 .0 1 6' H.P. DISH 99.0 450 35.7 1 5/8" 1 1.04 38.2 1.36 -.5 RESULTS WIND ICE • - -- FORCES,kips -- -•--- MOMENTS,ft kips : Fly Inter X, ft Kzt psf in IShearX ShearY AxiaZI BendX BendY TorgZI ksi 4.8.2 189.00 1.00 29.81 .00 .0 6.98 -3.6 .0 .0 .0 82.55 .004 184.00 1.00 29.58 .00 .0 7.25 -3.8 -35.5 .0 .0 82.55 .091 179.00 1.00 29.35 .00 .0 14.23 -6.4 -72.3 .0 .0 82.55 .164 174.00 1.00 29.12 .00 .0 14.51 -6.7 -143.5 .0 .0 82.55 .286 169.00 1.00 28.88 .00 .0 21.24 -9.4 -216.0 .0 .0 82.55 .386 164.00 1.00 28.63 .00 .0 21.50 -9.8 -322.3 .0 .0 82.55 .518 159.00 1.00 28.38 .00 .0 28.06 -12.6 -429.8 .0 .0 82.55 .628 154.00 1.00 28.12 .00 .0 28.30 -13.1 -570.0 .0 .0 82.41 .758 149.00 1.00 27.86 .00 .0 34.58 -15.9 -711.5 .0 .0 81.47 .877 148.00 1.00 27.81 .00 .0 34.74 - 16.4 - 746.1 .0 .0 81.29 .906 144.00 1.00 27.59 .00 .0 35.05 -17.4 -885.0 .0 .0 82.55 .597 139.00 1.00 27.32 .00 .0 38.34 -20.0 - 1064.2 .0 .0 82.55 .661 134.00 1.00 27.04 .00 .0 38.62 -20.8 - 1255.8 .0 .0 82.55 .719 129.00 1.00 26.75 .00 .0 38.90 -21.8 - 1449.2 .0 .0 82.55 .768 124.00 1.00 26.45 .00 .0 39.17 -22.7 - 1643.3 .0 .0 82.55 .809 119.00 1.00 26.14 .00 .0 39.45 -23.7 - 1839.2 .0 .0 82.55 .842 114.00 1.00 25.82 .00 .0 39.73 -24.7 - 2036.7 .0 .0 82.55 .870 109.00 1.00 25.50 .00 .0 41.47 -26.1 - 2235.0 -.1 .0 82.55 .894 104.00 1.00 25.16 .00 .0 41.74 -27.3 - 2442.5 -.1 .0 82.55 .916 99.75 1.00 24.87 .00 .0 41.89 -28.0 - 2620.0 -.1 .0 82.55 .931 99.00 1.00 24.81 .00 .0 43.49 -29.2 - 2651.7 -.1 .0 82.55 .862 94.50 1.00 24.49 .00 .0 43.81 -30.8 - 2847.5 -.1 .0 82.55 .875 89.50 1.00 24.12 .00 .0 44.12 -32.2 - 3065.8 -.1 .0 82.55 .887 84.50 1.00 23.73 .00 .0 44.40 -33.5 - 3286.7 -.1 .0 82.55 .897 79.50 1.00 23.32 .00 .0 44.70 -34.7 - 3508.3 -.1 .0 82.55 .904 74.50 1.00 22.90 .00 .0 44.99 -36.0 - 3732.5 -.1 .0 82.55 .910 69.50 1.00 22.46 .00 .0 45.29 -37.4 - 3957.5 -.1 .0 82.55 .914 64.50 1.00 21.99 .00 .0 45.60 -38.7 - 4183.3 -.1 .0 82.55 .917 59.50 1.00 21.50 .00 .0 45.91 -40.1 - 4411.7 -.1 .0 82.55 .919 54.50 1.00 20.97 .00 .0 46.12 -41.0 - 4640.8 -.1 .0 82.55 .919 53.00 1.00 20.81 .00 .0 46.34 -42.3 - 4710.0 -.1 .0 82.55 .920 48.00 1.00 20.24 .00 .0 46.56 -43.6 - 4941.7 -.1 .0 82.55 .959 46.25 1.00 20.03 .00 .0 46.78 -45.0 - 5023.3 -.1 .0 82.55 .959 41.25 1.00 19.40 .00 .0 47.08 -46.7 - 5257.5 -.1 .0 82.55 .957 36.25 1.00 18.71 .00 .0 47.38 -48.2 - 5492.5 -.1 .0 82.55 .954 31.25 1.00 17.96 .00 .0 47.68 -49.7 - 5730.0 -.1 .0 82.46 .952 26.25 1.00 17.58 .00 .0 47.98 -51.2 - 5968.3 -.1 .0 81.99 .954 21.25 1.00 17.58 .00 .0 48.30 -52.7 - 6208.3 -.1 .0 81.53 .956 16.25 1.00 17.58 .00 .0 48.61 -54.3 - 6449.2 -.1 .0 81.06 .957 Page C4 k SABRE COMKUNICATIONS CORP JOB: 00 -50075 29- Sep -11 11:18 2101 Murray Street GLOBAL TOWER LLC Ph 712.258.6690 Sioux City, IA 51101 Northampton, MA Fx 712.258.8250 - 1. 5 1.00 .58 .00 .0 , •.08 - -.::.. -.2 .0 :0. • •:8 6.25 1.00 17.58 .00 .0 49.31 -76.2 - 7132.5 -.2 .0 80.13 .988 1.25 1.00 17.58 .00 .0 49.45 -77.5 - 7378.3 -.2 .0 79.66 .988 .00 1.00 17.58 .00 .0 49.50 -77.7 7440.8 .2 .0 79.54 .988 DISPLACEMENTS ELEV 1 DEFLECTION feet 1 ROTATION, degrees X, ft X Y Z XY- Result X Y Z XY- Result 189.00 .00 22.93 -1.97 22.93<12.13 %> -14.08 .00 .00 14.08 Page C3 ■ r SABRE COMMUNICATIONS CORP JOB: 00 -50075 29- Sep -11 11 :18 ' 2101 Murray Street GLOBAL TOWER LLC Ph 712.258.6690 Sioux City, IA 51101 Northampton, MA Fx 712.258.8250 CASE - 1: 3s Gusted Wind ANSI -TIA -222 -G WIND OLF 1.60 GUSTED WIND (3sec) 95.0 mph 152.9 kph VERTICAL OLF 1.20 EXP- CAT /STRUC CLASS B -II DESIGN ICE .00 in EXP -POWER COEFF. .2857 GUST FACTOR (Gh) 1.10 REFERENCE HEIGHT 1200.0 ft FORCE COEFF (Cf) .65 PRESSURE @ 104.2 ft 38.6 psf 1848.5 Pa IMPORTANCE FAC (I) 1.00 BASE ABOVE Grd 1.0 DIRECTION FAC (Kd) .95 CREST HEIGHT .0 ft TOPOGRAPHIC CAT 1 APPURTENANCES Sabre Areas Center WEIGHT AREA Tx -CABLE FORCES MOM. Line each each WIND Tra -Y Ax -Z Lg -X # Qty Description Elev -Ft Lbs Ft ^2 Type Qty # /Ft Psf Kips Kips Ft -K 1 1 User Defined Loading 189.0 5 .1 45 9 .00 .0 .0 1 130 SQ.FT. NO ICE) 140 189.0 2000 130.0 1 5/8" 18 1.04 45.9 5.96 -6.6 2 1 User Defined Loading 179.0 5 .1 45.2 .00 .0 .0 1 130 SQ.FT. (NO ICE) 140 179.0 2000 130.0 1 5/8" 12 1.04 45.2 5.87 -5.1 3 1 User Defined Loading 169.0 5 .1 44.4 .00 .0 .0 1 130 SQ.FT. (NO ICE) 140 169.0 2000 130.0 1 5/8" 12 1.04 44.4 5.78 -4.9 4 1 User Defined Loading 159.0 5 .1 43.7 .00 .0 .0 1 130 SQ.FT. (NO ICE) 140 159.0 2000 130.0 1 5/8" 12 1.04 43.7 5.68 -4.8 5 1 User Defined Loading 149.0 5 .1 42.9 .00 .0 .0 1 130 SQ.FT. (NO ICE) 140 149.0 2000 130.0 1 5/8" 12 1.04 42.9 5.57 -4.6 6 1 10' LP Platform with Handrail (R 139.0 1160 62.5 42.2 2.63 -1.4 -4.0 - 6 19' X 3IN WHIP 148.5 28 1 5/8" 6 1.04 42.8 -1.2 1 2' X 2' X 3IN PANEL 139.0 45 7/8" 1 .54 42.0 -.1 7 1 Pipe Mount (up to 6' Dish) 109.0 49 .1 39.2 .00 -.1 .0 1 6' H.P. DISH 109.0 450 35.7 1 5/8" 1 1.04 39.2 1.40 -.7 8 1 Pipe Mount (up to 6' Dish) 99.0 49 .1 38.2 .00 -.1 .0 1 ' H.P. DISH 99.0 450 35.7 1 5/8" 1 1.04 38.2 1.36 -.7 RESULTS WIND ICE • - -- FORCES,kips - -- MOMENTS,ft- kipps - - -: F'y Inter X, ft Kzt psf in IShearX ShearY AxiaZI BendX BendY TorgZI ksi 4.8.2 189.00 1.00 29.81 .00 .0 7.43 -5.1 .0 .0 .0 2.55 .005 184.00 1.00 29.58 .00 .0 7.72 -5.4 -37.7 .0 .0 2.55 .098 179.00 1.00 29.35 .00 .0 15.04 -9.3 -76.9 .0 .0 2.55 .176 174.00 1.00 29.12 .00 .0 15.32 -9.7 -152.1 .0 .0 2.55 .305 169.00 1.00 28.88 .00 .0 22.36 -13.6 -228.7 .0 .0 2.55 .412 164.00 1.00 28.63 .00 .0 22.61 -14.1 -340.5 .0 .0 2.55 .550 159.00 1.00 28.38 .00 .0 29.43 -18.1 -453.6 .0 .0 2.55 .666 154.00 1.00 28.12 .00 .0 29.63 -18.8 -600.8 .0 .0 2.41 .802 149.00 1.00 27.86 .00 .0 36.14 -22.7 -748.8 .0 .0 1.47 .927 148.00 1.00 27.81 .00 .0 36.30 -23.4 -785.0 .0 .0 1.29 .957 144.00 1.00 27.59 .00 .0 36.61 -24.7 -930.0 .0 .0 2.55 .630 139.00 1.00 27.32 .00 .0 40.02 -28.2 - 1117.5 .0 .0 2.55 .697 134.00 1.00 27.04 .00 .0 40.27 -29.3 - 1317.5 .0 .0 2.55 .757 129.00 1.00 26.75 .00 .0 40.51 -30.4 - 1518.3 .0 .0 2.55 .807 124.00 1.00 26.45 .00 .0 40.75 -31.6 - 1720.8 .0 .0 2.55 .849 119.00 1.00 26.14 .00 .0 40.98 -32.9 - 1925.0 .0 .0 2.55 .884 114.00 1.00 25.82 .00 .0 41.22 -34.1 - 2130.0 -.1 .0 2.55 .913 109.00 1.00 25.50 .00 .0 42.93 -36.0 - 2335.8 -.1 .0 2.55 .936 104.00 1.00 25.16 .00 .0 43.16 -37.4 - 2550.8 -.1 .0 2.55 .959 99.75 1.00 24.87 .00 .0 43.30 -38.4 - 2734.2 -.1 .0 2.55 .974 99.00 1.00 24.81 .00 .0 44.9: -40.0 - 2766.7 -.1 .0 2.55 .902 94.50 1.00 24.49 .00 .0 45.19 -42.0 - 2968.3 -.1 .0 2.55 .915 89.50 1.00 24.12 .00 .0 45.45 -43.9 - 3194.2 -.1 .0 2.55 .926 84.50 1.00 23.73 .00 .0 45.68 -45.4 - 3421.7 -.1 .0 2.55 .936 79.50 1.00 23.32 .00 .0 45.92 -47.1 - 3650.0 -.1 .0 2.55 .943 74.50 1.00 22.90 .00 .0 46.15 -48.7 - 3880.0 -.1 .0 2.55 .948 69.50 1.00 22.46 .00 .0 46.39 -50.4 - 4110.8 -.1 .0 2.55 .952 64.50 1.00 21.99 .00 .0 46.63 -52.1 - 4342.5 -.1 .0 2.55 .954 59.50 1.00 21.50 .00 .0 46.87 -53.8 - 4575.8 -.1 .0 2.55 .955 54.50 1.00 20.97 .00 .0 47.03 -55.1 - 4810.0 -.1 .0 2.55 .955 53.00 1.00 20.81 .00 .0 47.22 -56.8 - 4880.8 -.1 .0 2.55 .955 48.00 1.00 20.24 .00 .0 47.39 -58.5 - 5116.7 -.1 .0 2.55 .996 46.25 1.00 20.03 .00 .0 47.56 -60.2 - 5199.2 -.1 .0 2.55 .995 41.25 1.00 19.40 .00 .0 47.78 -62.4 - 5437.5 -.1 .0 2.55 .992 36.25 1.00 18.71 .00 .0 47.99 -64.3 - 5675.8 -.1 .0 2.55 .989 31.25 1.00 17.96 .00 .0 48.21 -66.2 - 5915.8 -.1 .0 2.46 .986 26.25 1.00 17.58 .00 .0 48.42 -68.1 - 6157.5 -.1 .0 1.99 .987 21.25 1.00 17.58 .00 .0 48.64 -70.1 - 6399.2 -.1 .0 1.53 .988 16.25 1.00 17.58 .00 .0 48.86 -72.1 - 6642.5 -.1 .0 1.06 .988 Page C2 SABRE COMMUNICATIONS CORP JOB: 00 -50075 29- Sep -11 11:18 2101 Murray Street GLOBAL TOWER LLC Ph 712.258.6690 Sioux City, IA 51101 Northampton, MA Fx 712.258.8250 TOP DIAMETER 17.50 in. [ 17.77 in. Point - Point] BOTTOM DIAMETER 57.65 in. [ 58.54 in. Point - Point] POLE HEIGHT 189.00 ft. 18 SIDED FLAT ORIENTATION BASE HEIGHT 1.00 ft. ABOVE GROUND E- MODULUS 29000 ksi [ 12000 ksi SHEAR MODULUS] APPURTENANCES - -� ATTACH POINTS: NO. X,ft Qty Description Status 1 189.00 1 User Defined Loading Initial Appurt 2 179.00 1 User Defined Loading Future Appurt 3 169.00 1 User Defined Loading Future Appurt 4 159.00 1 User Defined Loading Future Appurt 5 149.00 1 User Defined Loading Future Appurt 6 139.00 1 10' LP Platform with Handrail (R Future Appurt 109.00 1 Pipe Mount (up to 6' Dish) Future Appurt 8 99.00 1 Pipe Mount (up to 6' Dish) Future Appurt Some wind forces may have been derived from full -scale wind tunnel tests. Pole Bottoms Thick Connect LAP Taper Length Weight Steel Pole I Section X,ft. in. Type in. in /ft ft. lbs Spec Finish 1 45.00 .25000 SLIP -JNT 48. .2250 45.00 2710 A572 -65 GALVANIZE 2 94.50 .43750 SLIP -JNT 63. .2250 53.50 8040 A572 -65 GALVANIZE 3 142.75 .50000 SLIP -JNT 81. .2250 53.50 12054 A572 -65 GALVANIZE 4 189.00 .50000 C -WELD .2250 53.00 14649 A572 -65 GALVANIZE SECTION PROPERTIES Area Iz IxIy SxSy X,ft UP,ft D,in T,in in in in in w/t d/t F(ksi) 189.00 .00 17.50 .2500 13.69 1030 515 58.0 10.58 70.0 65.00 TOP P01 184.00 5.00 18.63 .2500 14.58 1244 622 65.8 11.37 74.5 65.00 179.00 10.00 19.75 .2500 15.47 1486 743 74.1 12.17 79.0 65.00 P02 174.00 15.00 20.88 .2500 16.37 1758 879 82.9 12.96 83.5 65.00 169.00 20.00 22.00 .2500 17.26 2062 1031 92.3 13.75 88.0 65.00 P03 164.00 25.00 23.13 .2500 18.15 2398 1199 102.1 14.55 92.5 65.00 159.00 30.00 24.25 .2500 19.04 2770 1385 112.5 15.34 97.0 65.00 PO4 154.00 35.00 25.38 .2500 19.94 3178 1589 123.3 16.13 101.5 65.00 149.00 40.00 26.50 .2500 20.83 3624 1812 134.7 16.93 106.0 65.00 P05 148.00 41.00 26.73 .2500 21.01 3718 1859 137.0 17.09 106.9 65.00 Slip -B01 144.00 45.00 27.13 .4375 37.06 6668 3334 242.1 9.17 62.0 65.00 Slip -T02 139.00 50.00 28.25 .4375 38.62 7548 3774 263.1 9.62 64.6 65.00 P06 134.00 55.00 29.38 .4375 40.18 8500 4250 285.0 10.08 67.1 65.00 129.00 60.00 30.50 .4375 41.74 9530 4765 307.7 10.53 69.7 65.00 124.00 65.00 31.63 .4375 43.31 10640 5320 331.3 10.98 72.3 65.00 119.00 70.00 32.75 .4375 44.87 11836 5918 355.9 11.44 74.9 65.00 114.00 75.00 33.88 .4375 46.43 13116 6558 381.3 11.89 77.4 65.00 109.00 80.00 35.00 .4375 47.99 14484 7242 407.5 12.34 80.0 65.00 P07 104.00 85.00 36.13 .4375 49.55 15944 7972 434.7 12.80 82.6 65.00 99.75 89.25 37.08 .4375 50.88 17262 8631 458.4 13.18 84.8 65.00 Slip -B02 99.00 90.00 36.38 .5000 56.93 18512 9256 501.2 11.06 72.8 65.00 P08 94.50 94.50 37.39 .5000 58.54 20122 10061 530.0 11.42 74.8 65.00 Slip -T03 89.50 99.50 38.51 .5000 60.32 22020 11010 563.1 11.82 77.0 65.00 84.50 104.50 39.64 .5000 62.11 24036 12018 597.2 12.22 79.3 65.00 79.50 109.50 40.76 .5000 63.89 26166 13083 632.2 12.61 81.5 65.00 74.50 114.50 41.89 .5000 65.68 28422 14211 668.2 13.01 83.8 65.00 69.50 119.50 43.01 .5000 67.46 30804 15402 705.3 13.41 86.0 65.00 64.50 124.50 44.14 .5000 69.25 33314 16657 743.3 13.80 88.3 65.00 59.50 129.50 45.26 .5000 71.04 35956 17978 782.3 14.20 90.5 65.00 54.50 134.50 46.39 .5000 72.82 38736 19368 822.4 14.60 92.8 65.00 53.00 136.00 46.73 .5000 73.36 39596 19798 834.6 14.71 93.5 65.00 Slip -B03 48.00 141.00 46.85 .5000 73.55 39920 19960 839.1 14.76 93.7 65.00 46.25 142.75 47.24 .5000 74.18 40944 20472 853.5 14.90 94.5 65.00 Slip -T04 41.25 147.75 48.37 .5000 75.96 43972 21986 895.3 15.29 96.7 65.00 36.25 152.75 49.49 .5000 77.75 47146 23573 938.1 15.69 99.0 65.00 31.25 157.75 50.62 .5000 79.54 50468 25234 981.9 16.09 101.2 65.00 26.25 162.75 51.74 .5000 81.32 53944 26972 1026.7 16.48 103.5 65.00 21.25 167.75 52.87 .5000 83.11 57574 28787 1072.5 16.88 105.7 65.00 16.25 172.75 53.99 .5000 84.89 61364 30682 1119.2 17.28 108.0 65.00 11.25 177.75 55.12 .5000 86.68 65318 32659 1167.0 17.67 110.2 65.00 6.25 182.75 56.24 .5000 88.46 69438 34719 1215.8 18.07 112.5 65.00 1.25 187.75 57.37 .5000 90.25 73730 36865 1265.7 18.47 114.7 65.00 .00 189.00 57.65 .5000 90.69 74828 37414 1278.3 18.57 115.3 65.00 BASE Page C 1 �,,,,,,,,,.rrr■� No.: 50075 Page: 2 Sabre Industries"' Date: 9/29/11 Towers and Poles By REB Customer: GLOBAL TOWER LLC Site: Northampton , MA MA -5025 190' Monopole at 95 mph Wind with no ice and 40 mph Wind with 1 in. Ice per ANSIfTIA -222 -G -2005. Antenna Loading per Page 1 7' -0" `Q Grade Dia. ° Notes: ry 1). Concrete shall have a minimum _ 1 28-day compressive strength of i - ��= A A 4000 PSI, in accordance with Two (2) #4 ties I ACI 318 -05 within top 5" of concrete I 2). Rebar to conform to ASTM specification { A615 Grade 60. L I b 3). All rebar to have a minimum of 3" concrete cover. 0 4). All exposed concrete comers to be chamfered 3/4". 5). The foundation design is based on the geotechnical report by Gifford Engineering I W project no. 1130, dated: June 2011 I 1 O N 6). See the geotechnical report for compaction requirements, if specified. • E 28 -6" >I 7). The foundation is based on the following factored loads: ELEVATION VIEW Moment (kip -ft) = 7440.83 (66.58 Cu. Yds. each) Axial (kips) = 77.711 (1 REQUIRED; NOT TO SCALE) Shear (kips) = 49.503 Rebar Schedule per Pad and Pier „ (32) #11 vertical rebar w /hooks at bottom 1;i'T�, Pier w/#4 ties, two within top 5" of top of pier then 4 (54,11- cG� 12" C/C l D �L (0,4 TiND1LL - a (55) #8 horizontal rebar evenly spaced each ctvt� Pad way top and bottom (220 Total) Flo. ii tGarE 09 1 7 8). This is a design drawing only. Please ° 'ass...° n " see final construction drawings for all Z installation details. information contained herein is the sole property of Sabre Towers & Poles nstitutes a trade secret as defined by Iowa Code Ch. 550 and shall not be reproduced, copied or used in whole or part for any purpose whatsoever without the prior written consent of Sabre Towers & Poles. 2101 Murray St - P.D. Box 658 - Sioux City, IA 51102 -0658 - Phone 712.258.6690 - Fax 712258.8250 MLA 130 SQ.FT. (NO ICE) 140 SQ.FT. (ICE) POLE SPEOFlCAT10NS 1 1 POLE HEIGHT 189.00 FEET 11113i4:JRI. 8x 12 ACCESS O6131841300 TAPER .2250 1N/FT II POLE SHAPE 18 SIDED POLYGON 130 SQ.FT. (10 ICE) 140 SQ.FT. (ICE) ORIENTATION FLAT -FLAT 79-0 SLUM 111 L'.z7 8x 12 ACCESS 08Q18Q300' Bev DESCRIPTION I 1 Lev Qty ft. Future APPURTENANCE / 1 1 189.00 130 SQ.FT. (NO ICE) (N ICE) 140 Q.FT. (ICE) 1 189.00 140 SQ.FT. (ICE) I 69 ACI11 4' ,j 6x12 ACCESS 06Q18Q300' 2 1 179.00 F 130 SQ.FT. (140 ICE) 11 1 179.00 F 140 SQ.FT. (ICE) 3 1 169.00 F 130 SQ.FT. (140 ICE) 130 SQ.FT. (NO ICE) 140 SQ.FT. (ICE) 1 169.00 F 140 SQ.FT. (ICE) EMI :. 4 1 759.00 F 130 SO.FL (NO 10E) i61 +l goo* 5x12 ACC.tab 0 6(1042300 1 159.00 F 140 SOFT. CE) S 1 149.00 F 130 SQ.FT. (NO ICE) 101 Q- i1[+�7l� �� 6x12 ACCESS 06Q'I8Q30D 1 149.00 F 140 SQ.FT. (ICE) imeni. 130 SOFT. (140 ICE) 140 SQ.FT. (ICE) 6 1 139.00 F 10' LP Platform with Handrail (R 6148.50 F 19'X304WHP Ild 10' p X 1 109.00 F 2' 2' PAN 7 1 109.00 F Fgpe A 2' X X to to NEL 6 EL LP Platform rfth Handraa (R 1 109.00 F 6' H.P. DISH 2.00 Ghz o Ralpli -- .�, if11 d�llifR+:ll 6x12 ACCESS 06Q'1tIQ300' 1 99.00 F 6' N.P. DISH 2.000hz m +`+ Load Case Wind OLF Rod. Factors Wind t DESCRIPTION (mph) Vert Ice Gust Ct (psf) 11 1) 3s Gusted Wind 95.0 1.20 1.10 .65 38 6 2) 3s Gusted Wind 0.9 95 b .90 1.10 .65 38.6 3) 3s Gusted Wlndddce 40.0 1.20 1.00 1.10 1.20 4.3 4) Ssrdce Loods 60.0 1.00 1.10 .65 OT 8.6 m ^ _ Call: es. Bast Dap DESCRIPN (kips) �k e ) (ft Reac�) deg). 1) 3s Gusted 77.7 49.5 7440 22 9 14.08 2) 3s Gusted Wind 0.9 5 &8 R 49.5 7245 221 13.50 09 _O' : ii 6.0 ft 0 2.00 E 1z 3) 3s Gusted Wndddce 100.8 7.9 1114 3.3 1.99 i a 1111140: 14.4 :+l 6x12 ACCESS O60' 4) Service Loads 63.6 11.1 1650 5.1 3.11 $ fl +il 'I t ;I S +: +II 6x12 ACCESS 060" LENGTH Flat -Floc THICK WEIGHT STEEL r Sec (ft) TOPE BOT0 On) (Ibs) SPEC FINISH . . _, - 6.0 ft • 2.00 Ghz 1 45.00 17.50 27.63 .2500 3200 A572 -65 Gdv 2 53.50 26.23 38.26 .4375 8700 A572-65 Gatv 3 53.50 36.21 48.24 .5000 12800 A572_-_ Gaily i g 4 53.00 45.72 57.65 .5000 17900 A572 -65 Gdv u+yt pg TOTAL 42600 • ° a � $ Quit BoIN Hole$ AB 84.00 2.25 2.625 3200 A615 -75 Gdv -18' IS V .. O L) FULL HEIGHT STEP EMUS 2) ANTENNA FEED UNES RUN INSIOE POLE 3) THE MONOPOLE WAS DESIGNED 04 ACCORDANCE WITH 4 ANSI/NA- 222 -G. S1RUClURE CLASS II, EXPOSURE .Ai CATEGORY B. TOPOGRAPHIC CATEGORY 1. I T le . . 4.. ti ,.7,4 J. 4S, • 'a' TINDALL a CIVIL g No. 421$8 rg ' T8* w + t :: E g so C( •/2 GLOBAL TOWER LLC Sabre Northampton, MA iorersa . _ MA -5025 Kn. :+)ntffi Eft 10x25 ACCESS 0360' a •A':+1 ki : +1 ut 101 Q 25ACCESSO2790' rr 190.00 MONOPOLE 1 1*M11.rF 110x25 ACCESS 018G360' r w.Z � � ` li 67.25' S}r BASE 3.00' ThIck s se.. - MBolts2.25 '0 50075 SIZE DRAWING NO. REV 12.00' Bolt Projection 5 0 0 7 5- P E 64.50' Bolt Circle DATE 29Se »11 A _ G. DRAWN BY - >tC$ DRA1fll1G SCALE PAGE CHECKED BY 1RJ N.T.S. 1 Sabre Industries Towers and Poles Structural Design Report 190' Monopole located at: Northampton, MA Site Number: MA -5025 prepared for: GLOBAL TOWER LLC by: Sabre Towers & Poles TM Job Number: 50075 September 29, 2011 Monopole Profile Foundation Design Summary 2 Pole Calculation ci -cio Foundation Calculations A1-A2 /4 T�NDALL CIVIL No. 42468 4 9 GtsTECO, ` ALOO Monopole by Q 11 Foundation by ) 2 t Approved by KT-ii (itj of Nurtlyttmptun / 1° '' µAS ° s. -- S c ff Alassar1pxs'tts 4 'd kal 1K DEPARTMENT OF BUILDING INSPECTIONS sue' e , °, .- 212 Main Street • Municipal Building � 4 <4, Northampton, MA 01060 1 4 3 4R ilAsW91-Ick Fax: 413 - 587 -1272 Chuck Miller Building Commissioner Phone: 413 - 587 -1240 Assistant Commissioner CONSTRUCTION CONTROL DOCUMENT (For professional Engineers /Architects responsible for Entire Project) Project Title: GTP Northampton (SPM0055B) Date: October 27, 2011 Project Location: Off Haydenvi l le Road Map: 11 Parcel: 2 /1 Zone: SR Installation of MetroPCS equipment on a telecommunications Scope of Project: faci lity to he constructed by C;lohal Tower Assets . LLC In accordance with the sixth edition Massachusetts State Building Code, 780 CMR Section 116.0: 1, Jesse Moreno, PE Mass. Registration # 47315 , Being a registered professional Engineer /Architect hereby CERTIFIES that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [xi ENTIRE PROJECT For the above named project and that to the best of my knowledge, such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, all acceptable engineering practices and all applicable Laws for the proposed project. Furthermore, I understand and AGREE that I shall perform the necessary professional services to determine that the above mentioned portions of the work proceed in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 116.2.2: 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction documents as submitted for the building permit, and approval for the conformance to the design concept. 2. Review and approval of the quality control procedures for all code - required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine, in general, if the work is being performed In a matter consistent with the construction documents. I shall submit periodically, in a form acceptable to the building official, a progress report together with pertinent comments. Upon completion of the work, I shall submit to the building o�ffi i.l a final report as to the satisfactory completion and readiness of the project for occupancy. SI? 0 E - MA' & s ic .JESSE M -G� MOflE Signs . ' d Seal of Registered Professional c{vlt n v No. 471 <,, 4- F fir �NG� 0,4 ay of U G v 20 1 1 (seal) Aco ® CERTIFICATE OF LIABILITY INSURANCE DATE(MM /DD /YYYY) `./ 11/16/2011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Hope Cote NAME: oPe Cross Insurance - Portland PHONE /C. No. Ext1: (207) 780 -1677 FAX N (207) 780 -6377 2331 Congress Street ADDREIL SS : hcote @crossagency.com PO Box 567 PRODUCER 00050470 CUSTOMER ID #. Portland _ ME 04112 _ INSURER(S) AFFORDING COVERAGE NAIC # INSURED INSURER A :Peerless Insurance Co. INSURER B :Zurich American Ins Co Eastern Communications, Inc. INSURERC: 35 Bradley Drive, Stop 1 INSURER D : INSURER E : Westbrook ME 04092 INSURER F: COVERAGES CERTIFICATE NUMBER:CL1012639633 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER (MM/DD/YYYY) (MMIDD/YYYY) GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE ETO RENTED 100 ,000 X COMMERCIAL GENERAL LIABILITY PREMISES (Ea occurrence) $ r A CLAIMS -MADE X OCCUR X CBP8568270 12/19/2010 12/19/2011 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 3,000,000 GE 'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ 3,000,000 POLICY rX PRO LOC $ JEGT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident) X ANY AUTO BODILY INJURY (Per person) $ A ALL OWNED AUTOS BA8395669 12/19/2010 12/19/2011 _ BODILY INJURY (Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE HIRED AUTOS (Per accident) $ NON -OWNED AUTOS Medical payments $ 2,000 X Hired Auto Phys. Dam. $50 , 000 Limit 250/500 ded comp & coll Underinsured motorist $ Included X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,000 EXCESS LIAB CLAIMS -MADE AGGREGATE $ 5,000,000 DEDUCTIBLE $ A X RETENTION $ 10,000 CU8561771 12/19/201012/19 /2011 $ B WORKERS COMPENSATION X TORY LAM - _ 1 O R AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y / N )1 4/5/2011 4 C488712801 E.L. EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? N / A - (Mandatory in NH) E.L. DISEASE - EA EMPLOYEE $ 1,000,000 If yes, dcribe under DESCRIPesTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 1,000,000 A Leased /Rented Equipment 1M8618660 12/19/2010 12 $350,000 Special Form Installation Floater moo Deductible $300,000 DESCRIPTION OF OPERATIONS / LOCATIONS 1 VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) RE: site #MA5025, NORTHAMPTON.Refer to policy for exclusionary endorsements and special provisions. Certificate Holder, GTP 238 Littleton Road Westford, MA 01886, New Cingular Wireless PCS550 Cochituate Road Framingham, MA 01701 Smith Vocational and Agricultural High School, and 80 Locust Street Northampton, MA 01060 are Additional Insureds with respect to Commercial General Liability only. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. MetroPCS 285 Billerica Road Chelmsford, MA 01824 AUTHORIZED REPRESENTATIVE Hope Cote /HAC irl ! ' ACORD 25 (2009/09) © 1988-2009 ACORD CORPORATION. All rights reserved. INS025 (200909) The ACORD name and logo are registered marks of ACORD Massachusetts - Department of Public Safet Board of Building Rc2ulations and Standards Construction Supervisor License License: CS 79697 3Y MICHAEL D HEATH 72 FORESIDE ROAD FALMOUTH, ME 04105 ----- -�' Expiration: 2/20 /2013 ('nu»i��in•r Tr#: 11126 Version1.7 Commercial Building Permit May 15, 2000 SECTION 10- STRUCTURAL PEER REVIEW (780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes Q No SECTION 11 - OWNER AUTHORIZATION - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT Smith Vocational and Agricultural High School as Owner of the subject property hereby authorize Eastern Communications, Inc to act on my behalf, in all matters relative to work authorized by this building permit application. 4'0 l // Fe f e ' ' 4, „ /217/17 Signature of Owner Date Eastern Communications, Inc. as Owner /Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Michael D. Heath Print N e Signature of Owner /Agent Date SECTION 12 - CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder : Michael D. Heath 79697 License Number 72 Foreside Road, Falmouth, ME 04105 02/20/2013 Address /,�-� Expiration Date ).1-eittic207) 283 -4499 Signature Telephone SECTION 13 - WORKERS' COMPENSATION INSURANCE AFFIDAVIT (M.G.L. c. 152, § 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes 0 No Versionl.7 Commercial Building Permit May 15, 2000 SECTION 9- PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES - FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116 (CONTAINING MORE THAN 35,000 C.F. OF ENCLOSED SPACE) 9.1 Registered Architect: Not Applicable ❑ Applicable Name (Registrant): Registration Number Address Expiration Date Signature Telephone 9.2 Registered Professional Engineer(s): Jesse Moreno, PE (ProTerra Design Group, LLC) entire project Name Area of Responsibility � 1 Short Street • Northampton, MA 01060 47315 Address Registration Number L (413) 320-4918 ;06/30/2012 ignature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date C Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor Not Applicable ❑ Company Name: Responsible In Charge of Construction Address Signature Telephone Version1.7 Commercial Building Permit May 15, 2000 SECTION 9- PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES - FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116 (CONTAINING MORE THAN 35,000 C.F. OF ENCLOSED SPACE) 9.1 Registered Architect: Not Applicable ❑ Name (Registrant): Registration Number Address Expiration Date Signature Telephone 9.2 Registered Professional Engineer(s): See Separate Page Attached with Original Signature and Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor Eastern Communications, Inc. - 35 Bradley Dr.,Westbrook, ME, 04092 Not Applicable ❑ Company Name: Michael D. Heath Responsible In Charge of Construction 72 Foreside Road, Falmouth, ME 04105 Address At i ` ■ a MIL i (207) 283 -4499 Signature Telephone The Commonwealth of Massachusetts * Department of Industrial Accidents '" •x Office of Investigations 600 Washington Street Boston, Mass. 02111 www.mass.gov /dia Workers' Compensation Insurance Affidavit: Builders / Contractors /Electricians/Plumbers Applicant Information Please Print Legibly Name (Business /Organization/Individual) : r C" (-4\ '\ C ; ∎1vi t '.\. ; 0 ,t, A A _, \j ,i Address: ` - 3 \\ t. ,•(X\t=a -- i,4.;Ati 't:.;\ ') \ i City /State /Zip: lxk f" =",tc x (, 1 v,),( , , • i ; 2 Phone#: r i -=) , ,,- V` 'l Ar you an employer? Check the appropriate box: Type of project (required): 1. h. I am an employer with -2 )C, 4. ❑ I am a general contractor and I 6. ❑New construction employees (full and/or part time).* have hired the sub - contractors 2. C I am a sole proprietor or partner- listed on the attached sheet. 7. 1 Remodeling ship and have no employees These sub - contractors have 8. 0 Demolition working for me in any capacity. employees and have workers' [No workers' comp. insurance comp. insurance. $ 9. 0 Building addition required] 5.0 We are a corporation and its 10. 11 Electrical repairs or additions 3. L I am a homeowner doing all work officers have exercised their 11. 0 Plumbing repairs or additions myself [No workers' comp. right of exemption perm MGL insurance required] t c. 152, § 1(4), and we have no 12. ❑ Roof repairs employees. [no workers' 13. Other C k 1 \, ;Y comp. insurance required.] *Any applicant that checks box #1 must also fill out the section below showing their workers' compensation policy information. tHomeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contactors that check this box must attach an additional sheet showing the name of the sub- contractors and state whether or not those entities have employees. if the sub- contractors have employees, they must provide their workers' comp. policy number. 1 am an employer that is providing workers' compensation insurance for my employee& Below is the policy and job site information. Insurance Company Name: ., t v,LA 't °=-, k ;'y-' ; , , ,t . At ,'; .: t z ` , Policy # or Self -ins. Lic. #: Svc`,'. - r ; \ 1_ , Expiration Date: t- ,) Imo „, L Job Site Address: C) �,C`\ =C „, s ,1 -; ," r\ City /State/Zip: i ° Y i . t (\ ( , ', Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration (date). Failure to secure coverage as required under Section 25a of MGL 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one year imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of $250.00 a day against violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for coverage verification. I do herby certi correct. der t epains and of that the information provided above is true and correc Signature Date: Print Name: \.L:VN,Ca \(:a"1 t .-ti C", r '■ Phone #: : ., i a 1_ i 1 Official use only Do not write in this area to be completed by city or town official City or Town: Permit/license #: Issuing Authority (circle one): 1.Board of Heath 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact person: Phone #: P Versionl.7 Commercial Building Permit May 15, 2000 8. NORTHAMPTON ZONING Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size N/A Frontage N/A Setbacks Front 1166 Side L: R: L R: Rear 1421 Building Height N /A N/A N/A Bldg. Square Footage N/A N/A % 99.1 Open Space Footage (Lot area minus bldg & paved parking) # of Parking Spaces N/A 0 Fill: (volume & Location) A. Has a Special Permit /Variance /Finding ever been issued for /on the site? NO 0 DON'T KNOW 0 YES O IF YES, date issued: 09/13/2011 IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW ® YES l IF YES: enter Book 10676 Page 338 and /or Document # 2011 00020414 B. Does the site contain a brook, body of water or wetlands? NO 0 DONT KNOW ® YES Q IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained ® Obtained Q , Date Issued: 09/20/2011 C. Do any signs exist on the property? YES ® NO 0 IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property ? YES 0 NO 0 IF YES, describe size, type and location: Small sign with MetroPCS info proposed for fence. E. Will the construction activity disturb (clearing, grading, excavation, or filling) over 1 acre or is it part of a common plan that will disturb over 1 acre? YES 0 NO IF YES, then a Northampton Storm Water Management Permit from the DPW is required. Versions .7 Commercial Building Permit May 15, 2000 SECTION 4- CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations ❑ Existing Wall Signs ❑ Demolition ❑ Repairs ❑ Additions ❑ Accessory Building ❑ Exterior Alteration ❑ Existing Ground Sign ❑ New Signs ❑ Roofing ❑ Change of Use ❑ Other ❑ Brief Description Applicant proposes to mount MetroPCS antennas at the 176' AGL mark of the proposed tower by Of Proposed Work: others. Related equipment proposed to be mounted on a 9' X 16' concrete pad within fenced compound. SECTION 5 - USE GROUP AND CONSTRUCTION TYPE USE GROUP (Check as applicable) CONSTRUCTION TYPE A Assembly El A -1 ❑ A -2 ❑ A -3 ❑ 1A 1 ❑ A-4 ❑ A -5 ❑ 1B ❑ B Business ❑ 2A ❑ E Educational ❑ 2B 1 ❑ F Factory ❑ F -1 ❑ F -2 ❑ 2C ❑ H High Hazard ❑ 3A ❑ I Institutional ❑ 1 -1 ❑ 1 -2 ❑ 1 -3 ❑ 3B ❑ M Mercantile ❑ 4 ❑ R Residential ❑ R -1 ❑ R -2 ❑ R -3 ❑ 5A ❑ S Storage ❑ S -1 ❑ S -2 ❑ 5B ❑ U Utility Specify: Place telecom antennas on tower and related equipment at tower bases M Mixed Use ❑ Specify: S Special Use ❑ Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS, ADDITIONS AND /OR CHANGE IN USE Existing Use Group: Proposed Use Group: Existing Hazard Index 780 CMR 34): Proposed Hazard Index 780 CMR 34): SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY Floor Area per Floor (sf) 1 st 1 st 2 nd 2 nd 3 3 rd rd 4 th 4 Total Area (sf) Total Proposed New Construction (sf) 144 Total Height (ft) Total Height ft 176 7. Water Supply (M.G.L. c. 40, § 54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public ❑ Private ❑ Zone Outside Flood Zone Municipal ❑ On site disposal system Versionl .7 Commercial Buildin& Permit May 15, 2000 Department use only City of Northampton Status of Permit: Building Department Curb Cut/Driveway Permit 212 Main Street Sewer /Septic Availability Room 100 Water/Well Availability Northampton, MA 01060 Two Sets of Structural Plans phone 413 - 587 -1240 Fax 413 - 587 -1272 Plot/Site Plans Other Specify APPLICATION TO CONSTRUCT, REPAIR, RENOVATE, CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING SECTION 1 - SITE INFORMATION 1.1 Properly Address: This section to be completed by office Off Haydenville Road Map 11 -002 Lot 001 Unit at the proposed tower at the Smith Vocational & Zone SR Overlay District Agricultural HS forest Elm St. District CB District SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT 2.1 Owner of Record: City of Northampton - Smith Vocational School 80 Locust St. Northampton, MA 01060 Name (Print) Current Mailing Address: (413) 587 -1265 Signature ' w Il Telephone 2.2 Authorized Agent: Michael E. Johnsen for MetroPCS Massachusetts 36 Prospect St., Reading, MA 01867 Name (Print) Current Mailing Address: (914) 260 -5203 Signature _ -Yi Telephone SECTION 3 - ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollars) to be Official Use Only completed by permit applicant 1. Building $20,000.00 (a) Building Permit Fee 2. Electrical $15,000.00 (b) Estimated Construction Total from Cost (6) of 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) 5. Fire Protection Hc, 6. Total= (1 +2 +3 +4 +5) _ S.5 Check Number r Vw This Section For Official Use Only Building Permit Number Date Issued Signature: Building Commissioner /Inspector of Buildings Date File # BP- 2012 -0555 APPLICANT /CONTACT PERSON EASTERN COMMUNICATIONS INC ADDRESS/PHONE 72 FORESIDE RD FALMOUTH (207) 283 -4499 PROPERTY LOCATION HAYDENVILLE RD MAP 11 PARCEL 002 001 ZONE RR/SR(100) /URA//RI/WP/WSP THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out i- C7/0 Fee Paid Tvpeof Construction: INSTALL METROPCS ANTENNAS & RELATED EQUIPMENT New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 79697 3 sets of Plans / Plot Plan THE FO),LOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO ATION PRESENTED: 1 /Approved Additional permits required (see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND /OR Special Permit With Site Plan Major Project: Site Plan AND /OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received & Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission _ Permit DPW Storm Water Management Demolition Delay ~ r 3r 1 Signa f Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health, Conservation Commission, Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning & Development for more information. HAYDENVILLE RD BP- 2012 -0555 GIS #: COMMONWEALTH OF MASSACHUSETTS Map:Block: 11 - 002 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: Zoning Permit BUILDING PERMIT Permit # BP- 2012 -0555 Project # JS- 2012- 000057 Est. Cost: $35000.00 Fee: $210.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: EASTERN COMMUNICATIONS INC 79697 Lot Size(sq. ft.): 7932711.60 Owner: NORTHAMPTON CITY OF SMITH SCHOOL Zoning: RR/ SR (100)/URA//RI/WP/WSPApplicant: EASTERN COMMUNICATIONS INC AT: HAYDENVILLE RD Applicant Address: Phone: Insurance: 72 FORESIDE RD (207) 283 -4499 WC FALMOUTHME04105 ISSUED ON:12/15/2011 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL METROPCS ANTENNAS & RELATED EQUIPMENT POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House # Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace /Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 12/15/2011 0:00:00 $210.00 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Louis Hasbrouck — Building Commissioner