Field Raked Poles. Southern Pine & Coastal Douglas-fir 32ft - 107ft Longer Poles Available Upon Request

Transcription

1 aminated ood Systems, Inc. Field aked Poles Southern Pine & Coastal Douglas-fir 32ft - 107ft onger Poles Available Upon equest aminated ood Systems, Inc

2 E-AM Standard aked Poles Structure Design Criteria Submit online at: or Fax Completed Form o: y providing our engineering department with pertinent design details and criteria, we can specify the raked poles suited to meet your pole and loading requirements. Please Attach Your Drawing(s) Such as... Customer Name Contact Name Project Name Project Address City Phone State Fax City State Zip Construction ype ine Voltage(s) Number of Conductors Conductor Size Number of Neutral/Shield ires Neut/S Size Conductor Maximum Design ension (lbs.) 60 Degree Farenheit ension - Conductor (lbs.) Neutral/Shield ire Maximum Design ension (lbs.) And/Or a Sketch Such as Degree Farenheit ension - Neutral/Shield (lbs.) Maximum Span (feet) ine Angle (degrees) Pole Height (above ground) ypical Soil ype oading Conditions (Example - NESC Heavy oading, Grade Construction) Additional Comments: (Example - cable V, telephone, etc.) Setting depth and augered hole size to be determined by S engineers aminated ood Systems, Inc th d Seward, NE

3 E-AM Standard aked Poles Southern Pine 32 ft & 37 ft isect Angle C angent 7-6 or ft. Southern Pine PE /4 6 1/2 9 5/ EDA-5 PE /4 6 1/ EDA-5 PE /4 6 1/2 12-3/ EDA-5 PE /4 7 1/2 13-3/ EDA-5 PE-H /4 7 1/2 15-1/ EDA-5 PE-H /4 7 1/2 16-1/ EDA-5 PE-H / / EDA-8 PE-H / / , EDA-8 PE-H / / , EDA-8 PE-H / , EDA-8 PE-H / / , EDA-8 PE-H / / , EDA-8 PE-H / / , ED-8 PE-H / / , ED-8 PE-H / / , ED-8 PE-H / / , ED-8 PE-H / / , ED-8 PE-H / / , ED-8 PE-H / , ED-8 PE-H / / , ED-8 37 ft. Southern Pine PE /4 6-1/2 9-5/ EDA-5 PE /4 6-1/ EDA-5 PE /4 6-1/2 12-3/ EDA-5 PE /4 7-1/2 13-3/ EDA-5 PE-H /4 7-1/2 15-1/ EDA-5 PE-H /4 7-1/2 16-1/ , EDA-5 PE-H / / , EDA-8 PE-H / / , EDA-8 PE-H / / , EDA-8 PE-H / , EDA-8 PE-H / / , EDA-8 PE-H / / , EDA-8 PE-H / / , ED-8 PE-H / / , ED-8 PE-H / / , ED-8 PE-H / / , ED-8 PE-H / / , ED-8 PE-H / / , ED-8 PE-H / , ED-8 PE-H / / , ED-8 NOE: Please refer to pages 19 & 20 for additional information about foundation reinforcement systems aminated ood Systems, Inc th d Seward, NE P-3

4 E-AM Standard aked Poles Southern Pine 42 ft & 47 ft isect Angle 42 ft. Southern Pine PE /4 6-1/ EDA-5 PE /4 6-1/2 12-3/ EDA-5 PE /4 6-1/2 13-3/ EDA-5 PE /4 7-1/2 15-1/ , EDA-5 PE-H /4 7-1/2 16-1/ , EDA-5 PE-H /4 7-1/2 17-7/ , EDA-8 PE-H / / , EDA-8 PE-H / / , EDA-8 PE-H / , EDA-8 PE-H / / , EDA-8 PE-H / / , EDA-8 PE-H / / , ED-8 PE-H / / , ED-8 PE-H / / , ED-8 PE-H / / , ED-8 PE-H / / , ED-8 PE-H / / , ED-8 PE-H / , ED-8 PE-H / / , ED-8 PE-H / / ,165 1,058 ED-8 C angent 8-0 or ft. Southern Pine PE /2 6-1/ , ED-5 PE /2 6-1/2 12-3/ , ED-5 PE /2 7-1/2 13-3/ , ED-5 PE /2 7-1/2 15-1/ , ED-5 PE-H /2 7-1/2 16-1/ , ED-8 PE-H /2 7-1/2 17-7/ , ED-8 PE-H / / , ED-8 PE-H / / , ED-8 PE-H / , ED-8 PE-H / / , ED-8 PE-H / / , ED-8 PE-H / / , EDC-8 PE-H / / , EDC-8 PE-H / / , EDC-8 PE-H / / , EDC-8 PE-H / / , EDC-8 PE-H / / ,819 1,011 EDC-8 PE-H / ,944 1,096 EA-8 PE-H / / ,132 1,184 EA-8 PE-H / / ,257 1,276 EA-8 NOE: Please refer to pages 19 & 20 for additional information about foundation reinforcement systems. P aminated ood Systems, Inc th d Seward, NE

5 E-AM Standard aked Poles Southern Pine 52 ft & 57 ft isect Angle 52 ft. Southern Pine Pole Dimensions * reated PE /2 6-1/2 12-3/ , ED-5 PE /2 7-1/2 13-3/ , ED-5 PE /2 7-1/2 15-1/ , ED-5 PE-H /2 7-1/2 16-1/ , ED-8 PE-H /2 7-1/2 17-7/ , ED-8 PE-H / / , ED-8 PE-H / / , ED-8 PE-H / , ED-8 PE-H / / , ED-8 PE-H / / , ED-8 PE-H / / , EDC-8 PE-H / / , EDC-8 PE-H / / , EDC-8 PE-H / / , EDC-8 PE-H / / , EDC-8 PE-H / / ,214 1,011 EDC-8 PE-H / ,352 1,096 EA-8 PE-H / / ,559 1,184 EA-8 PE-H / / ,697 1,276 EA-8 C angent 9-0 or ft. Southern Pine PE /2 7-1/2 15-1/ , ED-5 PE /2 7-1/2 16-1/ , ED-8 PE-H /2 7-1/2 17-7/ , ED-8 PE-H /2 7-1/2 19-1/ , ED-8 PE-H / / , ED-8 PE-H / , ED-8 PE-H / / , ED-8 PE-H / / , ED-8 PE-H / / , EDC-8 PE-H / / , EDC-8 PE-H / / , EDC-8 PE-H / / , EDC-8 PE-H / / , EDC-8 PE-H / / ,532 1,011 EA-8 PE-H / ,759 1,096 EA-8 PE-H / / ,909 1,184 EA-8 PE-H / / ,136 1,276 EA-8 PE-H / / ,286 1,371 EA-8 NOE: Please refer to pages 19 & 20 for additional information about foundation reinforcement systems aminated ood Systems, Inc th d Seward, NE P-5

6 E-AM Standard aked Poles Southern Pine 62 ft & 67 ft isect Angle 62 ft. Southern Pine PE /4 7-1/2 16-1/ , EA-5 PE-H /4 7-1/2 17-7/ , EA-5 PE-H /4 7-1/2 19-1/ , EA-5 PE-H / / , EA-5 PE-H / , EA-8 PE-H / / , EA-8 PE-H / / , EA-8 PE-H / / , EA-8 PE-H / / , EA-8 PE-H / / , EA-8 PE-H / / , EA-8 PE-H / / ,920 1,011 EA-8 PE-H / ,082 1,096 EA-8 PE-H / / ,329 1,184 EA-8 PE-H / / ,491 1,276 EA-8 PE-H / / ,738 1,371 EA-8 PE-H / / ,900 1, /2 EA-8 C angent 10-0 or ft. Southern Pine PE /4 7-1/2 16-1/ , EA-5 PE-H /4 7-1/2 17-7/ , EA-5 PE-H /4 7-1/2 19-1/ , EA-5 PE-H / / , EA-5 PE-H / , EA-8 PE-H / / , EA-8 PE-H / / , EA-8 PE-H / / , EA-8 PE-H / / , E-8 PE-H / / , E-8 PE-H / / ,816 1,016 E-8 PE-H / / ,135 1,110 E-8 PE-H / / ,343 1,208 E-8 PE-H / ,662 1,310 E-8 PE-H / / ,871 1,415 E-8 PE-H / / ,190 1, /2 E-8 PE-H / / ,398 1, /2 E-8 NOE: Please refer to pages 19 & 20 for additional information about foundation reinforcement systems. P aminated ood Systems, Inc th d Seward, NE

7 E-AM Standard aked Poles Southern Pine 72 ft & 77 ft isect Angle 72 ft. Southern Pine PE /4 7-1/2 16-1/ , EA-5 PE-H /4 7-1/2 17-7/ , EA-5 PE-H /4 7-1/2 19-1/ , EA-5 PE-H / / , EA-5 PE-H / , EA-8 PE-H / / , EA-8 PE-H / / , EA-8 PE-H / / , E-8 PE-H / / , E-8 PE-H / / , E-8 PE-H / / ,241 1,016 E-8 PE-H / / ,583 1,110 E-8 PE-H / / ,807 1,208 E-8 PE-H / ,149 1,310 E-8 PE-H / / ,373 1,415 E-8 PE-H / / ,715 1, /2 E-8 PE-H / / ,939 1, /2 E-8 C angent 11-0 or ft. Southern Pine PE /4 7-1/2 17-7/ , EA-5 PE-H /4 7-1/2 19-1/ , EA-5 PE-H /4 7-1/2 20-5/ , EA-5 PE-H / , EA-8 PE-H / / , EA-8 PE-H / / , EA-8 PE-H / / , E-8 PE-H / / , E-8 PE-H / / , E-8 PE-H / / ,666 1,016 E-8 PE-H / / ,904 1,110 E-8 PE-H / / ,270 1,208 E-8 PE-H / ,508 1,310 E-8 PE-H / / ,875 1,415 E-8 PE-H / / ,113 1, /2 E-8 PE-H / / ,479 1, /2 E-8 PE-H / / ,717 1, /2 E-8 NOE: Please refer to pages 19 & 20 for additional information about foundation reinforcement systems aminated ood Systems, Inc th d Seward, NE P-7

8 E-AM Standard aked Poles Southern Pine 82 ft & 87 ft isect Angle 82 ft. Southern Pine PE /4 7-1/2 19-1/ , EA-5 PE-H /4 7-1/2 20-5/ , EA-5 PE-H /4 7-1/ , EA-8 PE-H / / , EA-8 PE-H / / , EA-8 PE-H / / , E-8 PE-H / / , E-8 PE-H / / , E-8 PE-H / / ,954 1,016 E-8 PE-H / / ,344 1,110 E-8 PE-H / / ,597 1,208 E-8 PE-H / ,987 1,310 E-8 PE-H / / ,240 1,415 E-8 PE-H / / ,630 1, /2 E-8 PE-H / / ,882 1, /2 E-8 PE-H / / ,272 1, /2 E-8 PE-H / / ,525 1, /2 E-8 C angent 12-0 or ft. Southern Pine PE /4 7-1/2 20-5/ , EA-5 PE-H /4 7-1/ , EA-8 PE-H /4 7-1/2 23-3/ , EA-8 PE-H / / , EA-8 PE-H / / , E-8 PE-H / / , E-8 PE-H / / , E-8 PE-H / / ,371 1,016 E-8 PE-H / / ,638 1,110 E-8 PE-H / / ,052 1,208 E-8 PE-H / ,319 1,310 E-8 PE-H / / ,733 1,415 E-8 PE-H / / ,001 1, /2 E-8 PE-H / / ,414 1, /2 E-8 PE-H / / ,682 1, /2 E-8 PE-H / / ,095 1, /2 E-8 PE-H / / ,363 2, /2 E-8 NOE: Please refer to pages 19 & 20 for additional information about foundation reinforcement systems. P aminated ood Systems, Inc th d Seward, NE

9 E-AM Standard aked Poles Southern Pine 92 ft & 97 ft isect Angle 92 ft. Southern Pine PE /4 7-1/2 20-5/ , E-8 PE-H /4 7-1/ , E-8 PE-H /4 7-1/2 23-3/ , E-8 PE-H / / , E-8 PE-H / / , E-8 PE-H / / , E-8 PE-H / / ,632 1,016 E-8 PE-H / / ,069 1,110 E-8 PE-H / / ,352 1,208 E-8 PE-H / ,789 1,310 E-8 PE-H / / ,072 1,415 E-8 PE-H / / ,509 1, /2 E-8 PE-H / / ,791 1, /2 E-8 PE-H / / ,228 1, /2 E-8 PE-H / / ,511 1, /2 E-8 PE-H / / ,948 2, /2 E-8 PE-H / / ,230 2,130 2 E-8 C angent 13-0 or ft. Southern Pine PE /4 7-1/ , E-8 PE-H /4 7-1/2 23-3/ , E-8 PE-H /4 7-1/2 24-3/ , E-8 PE-H / / , E-8 PE-H / / , E-8 PE-H / / ,877 1,016 E-8 PE-H / / ,337 1,110 E-8 PE-H / / ,798 1,208 E-8 PE-H / ,095 1,310 E-8 PE-H / / ,556 1,415 E-8 PE-H / / ,853 1, /2 E-8 PE-H / / ,314 1, /2 E-8 PE-H / / ,611 1, /2 E-8 PE-H / / ,072 1, /2 E-8 PE-H / / ,369 2, /2 E-8 PE-H / / ,830 2,130 2 E-8 PE-H / ,127 2,263 2 E-8 NOE: Please refer to pages 19 & 20 for additional information about foundation reinforcement systems aminated ood Systems, Inc th d Seward, NE P-9

10 E-AM Standard aked Poles Southern Pine 102 ft & 107 ft isect Angle 102 ft. Southern Pine PE /4 7-1/2 23-3/ , E-8 PE-H /4 7-1/2 24-3/ , E-8 PE-H /4 7-1/2 26-1/ , E-8 PE-H / / , E-8 PE-H / / ,103 1,016 E-8 PE-H / / ,588 1,110 E-8 PE-H / / ,072 1,208 E-8 PE-H / ,556 1,310 E-8 PE-H / / ,868 1,415 E-8 PE-H / / ,352 1, /2 E-8 PE-H / / ,664 1, /2 E-8 PE-H / / ,149 1, /2 E-8 PE-H / / ,461 1, /2 E-8 PE-H / / ,945 2, /2 E-8 PE-H / / ,257 2,130 2 E-8 PE-H / ,741 2,263 2 E-8 PE-H / / ,053 2,399 2 E-8 C angent 14-0 or ft. Southern Pine PE /4 7-1/2 24-3/ , E-8 PE-H /4 7-1/2 26-1/ , E-8 PE-H /4 7-1/2 27-1/ , E-8 PE-H / / ,312 1,016 E-8 PE-H / / ,820 1,110 E-8 PE-H / / ,328 1,208 E-8 PE-H / ,836 1,310 E-8 PE-H / / ,344 1,415 E-8 PE-H / / ,671 1, /2 E-8 PE-H / / ,178 1, /2 E-8 PE-H / / ,505 1, /2 E-8 PE-H / / ,013 1, /2 E-8 PE-H / / ,340 2, /2 E-8 PE-H / / ,848 2,130 2 E-8 PE-H / ,175 2,263 2 E-8 PE-H / / ,683 2,399 2 E-8 PE-H / / ,009 2,539 2 E-8 NOE: Please refer to pages 19 & 20 for additional information about foundation reinforcement systems. P aminated ood Systems, Inc th d Seward, NE

11 E-AM Standard aked Poles CoastalDouglas-fir 32 ft & 37 ft isect Angle 32 ft. Coastal Douglas-fir E /4 6-1/2 10-1/ EDA-5 E /4 6-1/ EDA-5 E /4 6-1/2 13-1/ EDA-5 E /4 7-1/ EDA-5 E-H /4 7-1/2 16-1/ EDA-5 E-H /4 7-1/ EDA-5 E-H / , ED-8 E-H / / , ED-8 E-H / , ED-8 E-H / / , ED-8 E-H / , ED-8 E-H / / , EDC-8 E-H / , EDC-8 E-H / / , EDC-8 E-H / , EDC-8 E-H / / , EDC-8 E-H / , EDC-8 E-H / / , EDC-8 E-H / , EDD-8 E-H / / ,840 1,064 E-8 C angent 7-6 or ft. Coastal Douglas-fir E /4 6-1/2 10-1/ EDA-5 E /4 6-1/ EDA-5 E /4 6-1/2 13-1/ EDA-5 E /4 7-1/ EDA-5 E-H /4 7-1/2 16-1/ EDA-5 E-H /4 7-1/ EDA-5 E-H / , ED-8 E-H / / , ED-8 E-H / , ED-8 E-H / / , ED-8 E-H / , ED-8 E-H / / , EDC-8 E-H / , EDC-8 E-H / / , EDC-8 E-H / , EDC-8 E-H / / , EDC-8 E-H / , EDC-8 E-H / / , EDC-8 E-H / , EDD-8 E-H / / ,265 1,064 E-8 * - Field rake amount will be determined by..s. NOE: Please refer to pages 19 & 20 for additional information about foundation reinforcement systems aminated ood Systems, Inc th d Seward, NE F-11

12 E-AM Standard aked Poles CoastalDouglas-fir 42 ft & 47 ft isect Angle 42 ft. Coastal Douglas-fir Class (in.) (in2.) (in.) (ft.) (ft.) (in.) (lbs.) (ft.-kips) System E /4 6-1/ EDA-5 E /4 6-1/2 13-1/ EDA-5 E /4 6-1/ EDA-5 E /4 7-1/2 16-1/ , EDA-5 E-H /4 7-1/ , EDA-5 E-H /4 7-1/ , ED-8 E-H / / , ED-8 E-H / , ED-8 E-H / / , ED-8 E-H / , ED-8 E-H / / , EDC-8 E-H / , EDC-8 E-H / / , EDC-8 E-H / , EDC-8 E-H / / , EDC-8 E-H / , EDC-8 E-H / / , EDC-8 E-H / , EDD-8 E-H / / ,677 1,064 E-8 E-H / ,808 1,167 E-8 C angent 8-0 or ft. Coastal Douglas-fir E /4 6-1/ , ED-5 E /4 6-1/2 13-1/ , ED-5 E /4 7-1/ , ED-5 E /4 7-1/2 16-1/ , ED-5 E-H /4 7-1/ , ED-8 E-H /4 7-1/2 19-1/ , ED-8 E-H / , ED-8 E-H / / , ED-8 E-H / , ED-8 E-H / / , EDC-8 E-H / , EDC-8 E-H / / , EDD-8 E-H / , EDD-8 E-H / / , EDD-8 E-H / , EDD-8 E-H / / , EDD-8 E-H / , EDD-8 E-H / / ,036 1,064 E-8 E-H / ,247 1,167 E-8 E-H / / ,392 1,276 E-8 NOE: Please refer to pages 19 & 20 for additional information about foundation reinforcement systems. F aminated ood Systems, Inc th d Seward, NE

13 E-AM Standard aked Poles CoastalDouglas-fir 52 ft & 57 ft isect Angle 52 ft. Coastal Douglas-fir E /4 6-1/2 13-1/ , ED-5 E /4 7-1/ , ED-5 E /4 7-1/2 16-1/ , ED-5 E-H /4 7-1/2 16-1/ , EDC-8 E-H /4 7-1/ , EDC-8 E-H / / , EDC-8 E-H / , EDC-8 E-H / / , EDC-8 E-H / , EDC-8 E-H / / , EDD-8 E-H / , EDD-8 E-H / / , EDD-8 E-H / , EDD-8 E-H / / , EDD-8 E-H / , EDD-8 E-H / / ,454 1,064 E-8 E-H / ,613 1,167 E-8 E-H / / ,846 1,276 E-8 E-H / ,005 1,389 E-8 C angent 9 0 or ft. Coastal Douglas-fir E /4 7-1/ , EDC-5 E /4 7-1/2 16-1/ , ED-8 E-H /4 7-1/ , EDC-8 E-H /4 7-1/2 19-1/ , EDC-8 E-H / , EDC-8 E-H / / , EDC-8 E-H / , EDC-8 E-H / / , EDD-8 E-H / , EDD-8 E-H / / , EDD-8 E-H / , EDD-8 E-H / / , EDD-8 E-H / , EDD-8 E-H / / ,789 1,064 E-8 E-H / ,045 1,167 E-8 E-H / / ,218 1,276 E-8 E-H / ,474 1,389 E-8 E-H / / ,647 1, /2 E-8 NOE: Please refer to pages 19 & 20 for additional information about foundation reinforcement systems aminated ood Systems, Inc th d Seward, NE F-13

14 E-AM Standard aked Poles CoastalDouglas-fir 62 ft & 67 ft isect Angle 62 ft. Coastal Douglas-fir E /4 7-1/ , E-5 E-H /4 7-1/2 16-1/ , E-5 E-H /4 7-1/ , E-5 E-H / / , E-5 E-H / , E-8 E-H / / , E-8 E-H / , E-8 E-H / / , E-8 E-H / , E-8 E-H / / , E-8 E-H / , E-8 E-H / / ,199 1,064 E-8 E-H / ,387 1,167 E-8 E-H / / ,664 1,276 E-8 E-H / ,852 1,389 E-8 E-H / / ,129 1, /2 E-8 E-H / ,317 1, /2 E-8 C angent 10-0 or ft. Coastal Douglas-fir E /4 7-1/2 16-1/ , E-5 E-H /4 7-1/ , E-5 E-H /4 7-1/2 19-1/ , E-5 E-H / , E-5 E-H / / , E-8 E-H / , E-8 E-H / / , E-8 E-H / , E-8 E-H / / , E-8 E-H / , E-8 E-H / / ,511 1,064 E-8 E-H / ,811 1,167 E-8 E-H / / ,013 1,276 E-8 E-H / ,313 1,389 E-8 E-H / / ,514 1, /2 E-8 E-H / ,814 1, /2 E-8 E-H / / ,016 1, /2 E-8 NOE: Please refer to pages 19 & 20 for additional information about foundation reinforcement systems. F aminated ood Systems, Inc th d Seward, NE

15 E-AM Standard aked Poles CoastalDouglas-fir 72 ft & 77 ft isect Angle 72 ft. Coastal Douglas-fir E /4 7-1/2 16-1/ , E-5 E-H /4 7-1/ , E-5 E-H /4 7-1/2 19-1/ , E-5 E-H / , E-5 E-H / / , E-8 E-H / , E-8 E-H / / , E-8 E-H / , E-8 E-H / / , E-8 E-H / , E-8 E-H / / ,913 1,064 E-8 E-H / ,235 1,167 E-8 E-H / / ,451 1,276 E-8 E-H / ,773 1,389 E-8 E-H / / ,989 1, /2 E-8 E-H / ,311 1, /2 E-8 E-H / / ,527 1, /2 E-8 C angent 11-0 or ft. Coastal Douglas-fir E /4 7-1/ , E-5 E-H /4 7-1/2 19-1/ , E-5 E-H /4 7-1/ , E-5 E-H / / , E-8 E-H / , E-8 E-H / / , E-8 E-H / , E-8 E-H / / , E-8 E-H / , E-8 E-H / / ,316 1,064 E-8 E-H / ,546 1,167 E-8 E-H / / ,890 1,276 E-8 E-H / ,120 1,389 E-8 E-H / / ,464 1, /2 E-8 E-H / ,695 1, /2 E-8 E-H / / ,039 1, /2 E-8 E-H / ,269 1, /2 E-8 NOE: Please refer to pages 19 & 20 for additional information about foundation reinforcement systems aminated ood Systems, Inc th d Seward, NE F-15

16 E-AM Standard aked Poles CoastalDouglas-fir 82 ft & 87 ft isect Angle 82 ft. Coastal Douglas-fir E /4 7-1/2 19-1/ , E-5 E-H /4 7-1/ , E-5 E-H /4 7-1/2 22-1/ , E-8 E-H / , E-8 E-H / / , E-8 E-H / , E-8 E-H / / , E-8 E-H / , E-8 E-H / / ,596 1,064 E-8 E-H / ,962 1,167 E-8 E-H / / ,207 1,276 E-8 E-H / ,573 1,389 E-8 E-H / / ,818 1, /2 E-8 E-H / ,184 1, /2 E-8 E-H / / ,429 1, /2 E-8 E-H / ,795 1, /2 E-8 E-H / / ,040 2,028 2 E-8 C angent 12-0 or ft. Coastal Douglas-fir E /4 7-1/ , E-5 E-H /4 7-1/2 22-1/ , E-8 E-H /4 7-1/ , E-8 E-H / / , E-8 E-H / , E-8 E-H / / , E-8 E-H / , E-8 E-H / / ,991 1,064 E-8 E-H / ,250 1,167 E-8 E-H / / ,638 1,276 E-8 E-H / ,897 1,389 E-8 E-H / / ,285 1, /2 E-8 E-H / ,544 1, /2 E-8 E-H / / ,933 1, /2 E-8 E-H / ,192 1, /2 E-8 E-H / / ,580 2,028 2 E-8 E-H / ,839 2,171 2 E-8 NOE: Please refer to pages 19 & 20 for additional information about foundation reinforcement systems. F aminated ood Systems, Inc th d Seward, NE

17 E-AM Standard aked Poles CoastalDouglas-fir 92 ft & 97 ft isect Angle 92 ft. Coastal Douglas-fir E /4 7-1/2 22-1/ , E-8 E-H /4 7-1/ , E-8 E-H /4 7-1/2 25-1/ , E-8 E-H / , E-8 E-H / / , E-8 E-H / , E-8 E-H / / ,248 1,064 E-8 E-H / ,658 1,167 E-8 E-H / / ,932 1,276 E-8 E-H / ,342 1,389 E-8 E-H / / ,615 1, /2 E-8 E-H / ,026 1, /2 E-8 E-H / / ,299 1, /2 E-8 E-H / ,710 1, /2 E-8 E-H / / ,983 2,028 2 E-8 E-H / ,393 2,171 2 E-8 E-H / / ,667 2,318 2 E-8 C angent 13-0 or ft. Coastal Douglas-fir E /4 7-1/ , E-8 E-H /4 7-1/2 25-1/ , E-8 E-H /4 7-1/ , E-8 E-H / / , E-8 E-H / , E-8 E-H / / ,490 1,064 E-8 E-H / ,922 1,167 E-8 E-H / / ,355 1,276 E-8 E-H / ,642 1,389 E-8 E-H / / ,075 1, /2 E-8 E-H / ,363 1, /2 E-8 E-H / / ,795 1, /2 E-8 E-H / ,083 1, /2 E-8 E-H / / ,515 2,028 2 E-8 E-H / ,803 2,171 2 E-8 E-H / / ,236 2,318 2 E-8 E-H / ,523 2,470 2 E-8 NOE: Please refer to pages 19 & 20 for additional information about foundation reinforcement systems aminated ood Systems, Inc th d Seward, NE F-17

18 E-AM Standard aked Poles CoastalDouglas-fir 102 ft & 107 ft isect Angle 102 ft. Coastal Douglas-fir E /4 7-1/2 25-1/ , E-8 E-H /4 7-1/ , E-8 E-H /4 7-1/2 28-1/ , E-8 E-H / , E-8 E-H / / ,716 1,064 E-8 E-H / ,170 1,167 E-8 E-H / / ,625 1,276 E-8 E-H / ,080 1,389 E-8 E-H / / ,382 1, /2 E-8 E-H / ,836 1, /2 E-8 E-H / / ,138 1, /2 E-8 E-H / ,593 1, /2 E-8 E-H / / ,895 2,028 2 E-8 E-H / ,350 2,171 2 E-8 E-H / / ,652 2,318 2 E-8 E-H / ,106 2,470 2 E-8 E-H / / ,408 2, /2 E-12 C angent 14-0 or ft. Coastal Douglas-fir E /4 7-1/ , E-8 E-H /4 7-1/2 28-1/ , E-8 E-H /4 7-1/ , E-8 E-H / / ,926 1,064 E-8 E-H / ,403 1,167 E-8 E-H / / ,880 1,276 E-8 E-H / ,356 1,389 E-8 E-H / / ,833 1, /2 E-8 E-H / ,150 1, /2 E-8 E-H / / ,626 1, /2 E-8 E-H / ,943 1, /2 E-8 E-H / / ,419 2, /2 E-8 E-H / ,736 2, /2 E-8 E-H / / ,213 2,318 2 E-8 E-H / ,529 2,470 2 E-8 E-H / / ,006 2, /2 E-12 E-H / ,322 2, /2 E-12 NOE: Please refer to pages 19 & 20 for additional information about foundation reinforcement systems. F aminated ood Systems, Inc th d Seward, NE

19 E-AM Standard aked Poles s Distribution - ED Single System Ordering Example: 1-EDA-5 1 1/2 System Ordering Example: 1 1/2-EDA-5 Double System Ordering Example: 2-EDA-5 5 9/16 onding Hole 7/8 ifting Hole 12 4 Setting Depth (See recommendations) Pole idth 4 3/4 olt ackfill eference page 22 for backfill recommendations. At a minimum, backfill should consist of compacted aggregate tamped in 6 lifts. A Assembly Angle Angle olt eight Number A Number Size ength bs. 6-3/4 Pole idth EDA-5 5 EFD 5 x 3 x 1/ EDA-8 8 EFDE 8 x 3 x 3/ /2 or 8-3/4 Pole idth ED-5 5 EFD 5 x 3 x 1/ ED-8 8 EFDE 8 x 3 x 3/ /4 Pole idth EDC-5 5 EFD 5 x 3 x 1/ EDC-8 8 EFDE 8 x 3 x 3/ NOE: For slumping soil or ground water conditions the customer may consider installing a concrete or steel culvert to contain the select backfill. 12-1/4 Pole idth EDD-5 5 EFD 5 x 3 x 1/ EDD-8 8 EFDE 8 x 3 x 3/ Each Single System Assembly Includes: Four (4) Angles, 20 ong; Four (4) olts & Nuts (Field Assembly equired) 2013 aminated ood Systems, Inc th d Seward, NE

20 E-AM Standard aked Poles - Foundations ransmission - E Single System Ordering Example: 1-EA-5 1 1/2 System Ordering Example: 1 1/2-EA-5 Double System Ordering Example: 2-EA-5 5 9/16 onding Hole 7/8 ifting Hole Setting Depth (See recommendations) Pole idth 7/8 olt ackfill eference page 22 for backfill recommendations. At a minimum, backfill should consist of compacted aggregate tamped in 6 lifts. For slumping soil or ground water conditions the customer may consider installing a concrete or steel culvert to contain the select backfill. A Assembly Angle Angle olt eight Number A Number Size ength bs. 10-1/4 Pole idth EA-5 5 EF 5 x 3 x 1/ EA-8 8 EFE 8 x 3 x 3/ EA EFF 12 x 3 x 3/ /4 Pole idth E-5 5 EF 5 x 3 x 1/ E-8 8 EFE 8 x 3 x 3/ E EFF 12 x 3 x 3/ /4 Pole idth EC-5 5 EF 5 x 3 x 1/ EC-8 8 EFE 8 x 3 x 3/ EC EFF 12 x 3 x 3/ /4 Pole idth ED-5 5 EF 5 x 3 x 1/ ED-8 8 EFE 8 x 3 x 3/ ED EFF 12 x 3 x 3/ Each Single System Assembly Includes: Four (4) Angles, 32 ong; Six (6) olts & Nuts (Field Assembly equired) aminated ood Systems, Inc th d Seward, NE

21 E-AM Standard aked Poles Installing E-AM Field aked aminated ood Structures Identification of Poles Each E-AM laminated wood pole is tagged with the class and length on the face and the butt. If a variety of poles are required on a project, make sure the appropriate pole is spotted at the correct structure location. Additionally, poles of the same class may be drilled for different structures, and verification of structure types should also be confirmed. Verify and Assemble Appropriate Field raked poles are drilled for and furnished with a foundation reinforcement system. he foundation systems, consisting of fabricated galvanized angles and assembly bolts, are shipped separate from the poles and need to be located and assembled prior to setting. he assemblies are application specific and require verification as to which system is used per structure location. Our staff will assist the user in determining which foundation system is appropriate for each installation based on loading and soil conditions provided by the owner. A standard foundation system for each pole class can be found with the Ultimate Moment information in the catalog. he actual foundation system that is supplied could vary from the standard because of site conditions. here poor soil conditions exist, steel or concrete sleeves (culverts) may be required. NOE: It is always, however; the ultimate decision of the owner to accept final responsibility for the foundation and setting requirements. Culvert or Sleeve ower foundation angle relocated. Extra Depth Pole cut off or notched. Standard Foundation for ypical Soil ype Class 5 Standard Foundation for Soft Soil Installations Standard Foundation when ock is Encountered 2013 aminated ood Systems, Inc th d Seward, NE

22 E-AM Standard aked Poles - Installation Auger Size he size of the hole is unique to the type of soil and loading for each individual installation. aminated ood Systems will develop specific information or tables based on the design information supplied by the utility at time of order placement. Setting Depth he setting depth of each installation has been identified prior to manufacturing (typically 10% of the nominal length plus 4 feet). Individual soil types should be confirmed to verify the setting depth. ifting All poles are identified with P on the face of the width (constant dimension) to identify the approximate balance point before any framing materials are added. he approximate weight of the treated pole will also be located at this point. he poles should be lifted with a steel choker or gut line rather than a flat nylon strap. he choker will slightly indent the edges on the radiused corners insuring a firm hold without slipping. idth ackfill Depth Handling Poles can be handled just like any other wood pole. If rotation is required to bisect the angle, a regular cant hook for round poles can be used. Any field drilling and preservative treatment application should be consistent with the practice for other wood products acceptable to the individual utility. hese are general recommendations and in no way should be given precedence when they come in conflict with an individual utility s accepted and established working practice. Adjust and align structure using a cant hook or similar tool aminated ood Systems, Inc th d Seward, NE

23 E-AM Standard aked Poles - Installation Setting ecommendations Follow general installation and handling recommendations as described on page 22. Install appropriate foundation system and auger hole to diameter and depth as recommended by S. oad Direction aking: he field rake amount is typically designed to resist the 60 degree F load which is induced by the line angle or dead-end. he field rake amount will be calculated by the S engineering staff. A maximum field rake of 3% of the aboveground height is recommended on any installation. Angle: In most cases, the pole needs to be oriented so the face of the pole bisects the line angle equally. Conductor 1/2 ine Angle isect ine Angle Conductor 1/2 ine Angle Uncut Side Cut Side ake Direction oad Direction Uncut Side Cut Side is Marked with Metal Pole I.D. ag Plumbing: he back face of each pole has a straight edge which can be used for plumbing and raking the pole. A field aking Detail is included within the drawings for each field raked pole. ackfill Compacted aggregate tamped in 6 lifts, high density foam, or concrete should be used. Native soil shall not be used. ensioning After pulling the conductor and/or shield wires to every day design tensions, allow the poles to set for a minimum of 30 minutes to reach a point of equilibrium. Verify tensions or bring back to design loads prior to clipping. Field ake Distance* ackfill Foundation System* *Specified by S 5 Hole Diameter* Setting Depth* 2013 aminated ood Systems, Inc th d Seward, NE

24 Preservative reatment of E-AM Poles All poles are treated in accordance with APA specification C1, C4, M2, and especially U1-12 Commodity Specification D, and 1-12 Section D. he most common treatment is penta & oil. CCA and copper naphthenate can also be used upon request. Pentarate Patented (Canadian patent pending) edge joint grooves allow for full-length penetration of preservative in the inner zone of multiple-layup poles. Standard Deep oring for Southern Pine & Coastal Fir E-AM Poles (Prior to reatment) Southern Yellow Pine oring Pattern Coastal-fir oring Pattern ypical treatment penetration throughout entire length of the pole. 6 Pole op 2-0 (min.) or as specified 3-0 (min.) or as specified 3/16 x 3 Holes 3 (fir) 2-1/2 (pine) 3 (fir) 2-1/2 (pine) deep boring aminated ood Systems, Inc th d Seward, NE

25 Hardware for E-AM Poles Pole Shims for Post Insulators 2 Pole Shim (typical: PS ) 15 PS Shown 3/16 Plate 10 Hole Spacing & Size (as required) Mounting ase Post Insulator Dead End Plate 1/2 ine Angle 6 Dead End Plate 1/2 ine Angle Dead End ee 1-1/4 Stem Hole 1/2 ine Angle 1/2 ine Angle 6 1/2 ine Angle Dead End ee Dead End ee aminated ood Dead End Arm Ordering Example: D E - F D - * 13 for 3/4 olts * 15 for 7/8 olts * 1/2 ine Angle 2013 aminated ood Systems, Inc th d Seward, NE

26 Hardware for E-AM aked Poles Proven History of E-AM Glulam utility structures have been in service since 1963, two years before the first steel poles were introduced. hese first laminated wood structures have been inspected regularly over the years and show no signs of decay and limited woodpecker damage. E-AM structures, introduced to the electric utility industry in 1989, have even better treatment retention above and below the groundline than the earlier glulam poles and include the patent-pending Pentarate feature. onger, larger poles can be designed with a steel splice. See S echnical ulletin 103 for details. 345kV H-Frame structure in service since Core boring sample taken below groundline from structure shown above revealing good treatment saturation and no decay. Cross section at groundline of laminated wood pole installed in Pole shows excellent treatment saturation with no decay aminated ood Systems, Inc th d Seward, NE

27 E-AM Standard aked Poles ypical Installations 2013 aminated ood Systems, Inc th d Seward, NE

28 Natural eauty & Engineered Strength Complete Structure Designs and Support Material Packages- Includes Free Direct-Embed Foundation Designs Climbable with Standard Hooks- Easily Modified in the Field with Standard Drills Depth* Select Aggregate ackfill (typical) Foundation Angle Plates (by S) FEE Imaging Helps Expedite Permitting and Construction idth* *Depth & idth of Hole Determined by S Existing Photo 138kV w/ Underbuild Photo-Sim Showing Proposed E-AM 230kV w/ Underbuild Short ead imes - ypically 6-8 eeks After Approval of Drawings View otated 90 o Manufactured from enewable ood esource - No Shortages or Surcharges Proven Product - In Service Since 1948 for Arms & Framing, Since 1963 for Poles (2 years before the first tubular steel poles) with an Unmatched Performance ecord he est ooking Product Above Grade - Makes Siting & Construction Quicker ransmission & Distribution Unguyed Angle, Dead End, H-frame & Single Pole Structures hrough 170 ft. as well as Switch & Substation Structures oodpecker esistant - Due to Shape & Dry Material Accepts Standard Pole ine Hardware Dimensionally Stable - ill Not arp, wist or Deep Check- Ideal for Phase-over-phase Switch Structures aminated ood Systems, Inc th oad Seward, NE Manufactured per ANSI 05.2 & reated per APA U1-12* Joint-use ired & ireless elecommunication Structures * APA specification C1, C4, M2, and especially U1-12 Commodity Specification D, and 1-12 Section D S, Inc. SP 3-13