LAMINATED POLES. engineered to solve problems. Coastal Douglas-fir. Field Raked and Tangent Poles
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1 Coastal Douglas-fir Field Raked and Tangent Poles LAMINATED POLES engineered to solve problems
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3 Design Criteria Submission Form You can either fax this information to or submit your drawings and complete this form online at Please provide sufficient dimensions and loads, or equivalent round-pole class. To permit us to properly recommend a pole size, please attach a drawing(s) or a sketch as shown below. Drawing D A B C T2 T2 T2 T2 T1 T1 T2 T2 Company/Customer Name: Contact Name: Address: Company Address: City: State: Zip Code: Phone Number: Fax Number: Project Name: Project Address/Location: Construction Grade: Line Voltage(s): Number of Conductors: Conductor Size/Name(s): Number of Neutral/Shield Wires: Size/Description(s): G Maximum Span (ft): Maximum Wind Span (ft): Line Angle or Range of line angles (degrees): F Maximum Line Tension (lb):) E Design Loading Requirements: (NESC Heavy, Grade C, Crossing, etc.) Sketch D A B C Pole Height (above groundline): Lead of any Guys: Soil Type (cohesive/cohesionless): Soil Shear Strength (psf): Soil Friction Angle (degrees): Soil Density (pcf): Additional Comments: Fax completed form to E Note: It is the buyer s responsibility to verify that the recommended pole(s) meet applicable NESC and buyer requirements. McFarland Cascade will make recommendations as to pole size and hardware based on customer-supplied loads, overload factors and soil type. 2
4 RAKED COASTAL DOUGLAS-FIR 32 ft. CDF Rake Max. MDR / / MDR / /4 10 1/ MDR / / MDR / /4 13 1/ MDR-H / /4 13 1/ MDR-H / / MDR-H / /4 16 1/ MDR-H / /4 16 1/2 9 1, MDR-H / / , MDR-H / /4 19 1/2 9 1, MDR-H / / , MDR-H / /4 22 1/2 9 1, MDR-H / / , MDR-H / /4 22 1/2 9 1, MDR-H / / , MDR-H / /4 25 1/2 9 1, MDR-H / /4 25 1/2 9 1, MDR-H / / , MDR-H / /4 28 1/2 9 2, MDR-H / /4 28 1/2 9 2, ft. CDF MDR /4 10 1/ MDR / MDR / MDR /4 13 1/ MDR-H / MDR-H / , MDR-H /4 16 1/2 11 1, MDR-H / , MDR-H /4 19 1/2 11 1, MDR-H / , MDR-H /4 22 1/2 11 1, MDR-H / , MDR-H /4 25 1/2 11 1, MDR-H / , MDR-H /4 25 1/2 11 2, MDR-H / , MDR-H /4 28 1/2 11 2, MDR-H / , MDR-H / , MDR-H /4 31 1/2 11 2, Coastal Douglas-Fir Field Raked Poles Standard 3
5 42 ft. CDF Rake Max. MDR / MDR / MDR /4 13 1/ MDR / MDR-H / , MDR-H /4 19 1/2 12 1, MDR-H / , MDR-H / , MDR-H /4 22 1/2 12 1, MDR-H / , MDR-H /4 25 1/2 12 2, MDR-H / , MDR-H /4 28 1/2 12 2, MDR-H / , MDR-H /4 28 1/2 12 2, MDR-H / , MDR-H /4 31 1/2 12 2, MDR-H / ,050 1,039 MDR-H / ,100 1,039 MDR-H /4 34 1/2 12 3,200 1,135 Bisect Angle 47 ft. CDF MDR / / , MDR / /4 13 1/2 14 1, MDR / / , MDR / /4 16 1/2 14 1, MDR-H / / , MDR--H / /4 19 1/2 14 1, MDR-H / / , MDR-H / /4 22 1/2 14 1, MDR-H / / , MDR-H / /4 25 1/2 14 2, MDR-H / / , MDR-H / /4 25 1/2 14 2, MDR-H / / , MDR-H / /4 28 1/2 14 2, MDR-H / / , MDR-H / /4 28 1/2 14 3, MDR-H / / , MDR-H / /4 31 1/2 14 3,900 1,080 MDR-H / / ,100 1,186 MDR-H / /4 34 1/2 14 4,250 1,296 Rake Max. Foundation Reinforcement as specified Coastal Douglas-Fir Field Raked Poles Standard 4
6 RAKED COASTAL DOUGLAS-FIR 52 ft. CDF Rake Max. MDR /4 13 1/2 15 1, MDR / , MDR /4 16 1/2 15 1, MDR-H / , MDR-H /4 19 1/2 15 1, MDR-H /4 19 1/2 15 2, MDR-H / , MDR-H /4 22 1/2 15 2, MDR-H / , MDR-H /4 25 1/2 15 2, MDR-H / , MDR-H /4 25 1/2 15 3, MDR-H / , MDR-H /4 28 1/2 15 4, MDR-H / , MDR-H /4 31 1/2 15 4,350 1,080 MDR-H / ,500 1,186 MDR-H /4 34 1/2 15 4,750 1,296 MDR-H / ,900 1, ft. CDF MDR / /4 16 1/2 17 1, MDR / / , MDR-H / /4 19 1/2 17 2, MDR-H / / , MDR-H / / , MDR-H / /4 22 1/2 17 2, MDR-H / / , MDR-H / /4 25 1/2 17 3, MDR-H / / , MDR-H / /4 28 1/2 17 3, MDR-H / / , MDR-H / /4 28 1/2 17 4, MDR-H / / , MDR-H / /4 31 1/2 17 4,700 1,080 MDR-H / / ,950 1,186 MDR-H / /4 34 1/2 17 5,100 1,276 MDR-H / / ,350 1,389 MDR-H / /4 37 1/2 17 5,550 1,507 Coastal Douglas-Fir Field Raked Poles Standard 5
7 62 ft. CDF Rake Max. MDR /4 16 1/2 19 2, MDR-H / , MDR-H /4 19 1/2 19 2, MDR-H /4 19 1/2 19 3, MDR-H / , MDR-H /4 22 1/2 19 3, MDR-H / , MDR-H /4 25 1/2 19 4, MDR-H / , MDR-H /4 28 1/2 19 4, MDR-H / , MDR-H /4 31 1/2 19 5,100 1,064 MDR-H / ,300 1,167 MDR-H /4 34 1/2 19 5,550 1,276 MDR-H / ,750 1,367 MDR-H /4 37 1/2 19 6,000 1,483 MDR-H / ,300 1,604 Bisect Angle 67 ft. CDF MDR / /4 16 1/2 20 2, MDR-H / / , MDR-H / /4 19 1/2 20 3, MDR-H / / , MDR-H / /4 22 1/2 20 3, MDR-H / / , MDR-H / /4 25 1/2 20 4, MDR-H / / , MDR-H / /4 28 1/2 20 4, MDR-H / / , MDR-H / /4 31 1/2 20 5,400 1,064 MDR-H / / ,700 1,167 MDR-H / /4 34 1/2 20 5,900 1,235 MDR-H / / ,200 1,345 MDR-H / / ,600 1,579 MDR-H / /4 40 1/2 20 6,900 1,702 MDR-H / / ,100 1,831 Rake Max. Foundation Reinforcement as specified Coastal Douglas-Fir Field Raked Poles Standard 6
8 RAKED COASTAL DOUGLAS-FIR 72 ft. CDF Rake Max. MDR /4 16 1/2 22 3, MDR-H /4 19 1/2 22 3, MDR-H / , MDR--H /4 22 1/2 22 4, MDR-H / , MDR-H /4 25 1/2 22 4, MDR-H / , MDR-H /4 28 1/2 22 5, MDR-H / , MDR-H /4 31 1/2 22 5,800 1,047 MDR-H / ,000 1,149 MDR-H /4 34 1/2 22 6,300 1,256 MDR-H /4 37 1/2 22 6,750 1,436 MDR-H / ,050 1,553 MDR-H /4 40 1/2 22 7,300 1,674 MDR-H / ,600 1,801 MDR-H /4 43 1/2 22 7,900 1, ft. CDF MDR / / , MDR-H / /4 19 1/2 24 3, MDR-H / / , MDR-H / /4 22 1/2 24 4, MDR-H / / , MDR-H / / , MDR-H / /4 28 1/2 24 5, MDR-H / / , MDR-H / /4 31 1/2 24 6,100 1,047 MDR-H / / ,400 1,149 MDR-H / /4 34 1/2 24 6,650 1,215 MDR-H / / ,000 1,323 MDR-H / / ,450 1,553 MDR-H / /4 40 1/2 24 7,750 1,674 MDR-H / / ,000 1,801 MDR-H / /4 43 1/2 24 8,350 1,932 MDR-H / /4 46 1/2 24 8,800 2,207 Coastal Douglas-Fir Field Raked Poles Standard 7
9 82 ft. CDF Rake Max. MDR /4 19 1/2 25 3, MDR-H / , MDR-H /4 22 1/2 25 4, MDR-H / , MDR-H /4 25 1/2 25 5, MDR--H / , MDR-H /4 28 1/2 25 5, MDR-H /4 31 1/2 25 6,450 1,030 MDR-H / ,700 1,130 MDR-H /4 34 1/2 25 7,050 1,235 MDR-H /4 37 1/2 25 7,550 1,412 MDR-H / ,900 1,527 MDR-H /4 40 1/2 25 8,150 1,647 MDR-H / ,500 1,771 MDR-H / ,000 2,033 MDR-H /4 46 1/2 25 9,350 2,171 MDR-H /4 49 1/2 25 9,800 2,452 Bisect Angle 87 ft. CDF MDR / / , MDR-H / /4 22 1/2 27 4, MDR-H / / , MDR-H / /4 25 1/2 27 5, MDR-H / / , MDR-H / /4 28 1/2 27 6, MDR-H / / , MDR-H / /4 31 1/2 27 6,850 1,030 MDR-H / /4 34 1/2 27 7,350 1,235 MDR-H / / ,750 1,301 MDR-H / / ,250 1,527 MDR-H / /4 40 1/2 27 8,650 1,647 MDR-H / / ,900 1,771 MDR-H / /4 43 1/2 27 9,250 1,899 MDR-H / /4 46 1/2 27 9,750 2,171 MDR-H / / ,150 2,313 MDR-H / /4 49 1/ ,550 2,452 Rake Max. Foundation Reinforcement as specified Coastal Douglas-Fir Field Raked Poles Standard 8
10 RAKED COASTAL DOUGLAS-FIR 92 ft. CDF Rake Max. MDR /4 22 1/2 28 4, MDR-H / , MDR-H /4 25 1/2 28 5, MDR-H / , MDR-H /4 28 1/2 28 6, MDR-H / , MDR-H /4 31 1/2 28 7,100 1,030 MDR-H /4 34 1/2 28 7,800 1,154 MDR-H / ,050 1,257 MDR-H /4 37 1/2 28 8,450 1,364 MDR-H /4 40 1/2 28 9,000 1,591 MDR-H / ,400 1,711 MDR-H / ,900 1,964 MDR-H /4 46 1/ ,300 2,097 MDR-H /4 49 1/ ,850 2,369 MDR-H /4 46 1/ ,150 2,439 MDR-H /4 49 1/ ,800 2, ft. CDF MDR / /4 22 1/2 30 5, MDR-H / / , MDR-H / /4 25 1/2 30 5, MDR-H / / , MDR-H / / , MDR-H / /4 31 1/2 30 7,350 1,013 MDR-H / / ,750 1,112 MDR-H / / ,200 1,215 MDR-H / /4 37 1/2 30 8,750 1,364 MDR-H / / ,200 1,475 MDR-H / / ,750 1,711 MDR-H / /4 43 1/ ,150 1,835 MDR-H / /4 46 1/ ,750 2,097 MDR-H / / ,150 2,234 MDR-H / /4 46 1/ ,650 2,439 MDR-H / / ,150 2,599 MDR-H / /4 49 1/ ,650 2,756 Coastal Douglas-Fir Field Raked Poles Standard 9
11 102 ft. CDF Rake Max. MDR / , MDR-H /4 25 1/2 32 6, MDR-H / , MDR-H /4 28 1/2 32 6, MDR-H / , MDR-H /4 31 1/2 32 7,700 1,013 MDR-H /4 34 1/2 32 8,450 1,215 MDR-H / ,900 1,257 MDR-H / ,500 1,475 MDR-H /4 40 1/2 32 9,950 1,591 MDR-H /4 43 1/ ,550 1,835 MDR-H / ,000 1,964 MDR-H / ,550 2,234 MDR-H /4 46 1/ ,300 2,439 MDR-H / ,650 2,599 MDR-H /4 49 1/ ,150 2,756 MDR-H / ,650 2,917 Bisect Angle 107 ft. CDF MDR / /4 25 1/2 33 6, MDR-H / / , MDR-H / /4 28 1/2 33 7, MDR-H / / , MDR--H / /4 31 1/2 33 7,950 1,013 MDR-H / / ,400 1,112 MDR-H / / ,150 1,235 MDR-H / /4 37 1/2 33 9,650 1,340 MDR-H / /4 40 1/ ,250 1,563 MDR-H / / ,750 1,681 MDR-H / / ,350 1,929 MDR-H / / ,150 2,195 MDR-H / /4 46 1/ ,750 2,396 MDR-H / / ,300 2,554 MDR-H / / ,000 2,865 MDR-H / /4 52 1/ ,550 3,028 MDR-H / / ,100 3,194 Rake Max. Foundation Reinforcement as specified Coastal Douglas-Fir Field Raked Poles Standard 10
12 TANGENT COASTAL DOUGLAS-FIR 30 ft. CDF MDT /4 7 1/ MDT / MDT /4 10 1/ MDT /4 10 1/ MDT / ft. CDF MDT / / MDT / /4 10 1/ MDT / /4 10 1/ MDT / / MDT / /4 13 1/ ft. CDF MDT / MDT /4 10 1/ MDT / MDT /4 13 1/ MDT / ft. CDF MDT / /4 10 1/ MDT / / MDT / / MDT / /4 13 1/ MDT / /4 15 1, MDT-H / /4 18 1, MDT-H / /4 19 1/2 1, ft. CDF MDT /4 10 1/2 1, MDT /4 12 1, MDT /4 13 1/2 1, MDT /4 15 1, MDT /4 16 1/2 1, MDT-H /4 18 1, MDT-H /4 19 1/2 1, Coastal Douglas-Fir Tangent Poles Standard 11
13 55 ft. CDF MDT / /4 10 1/2 1, MDT / /4 12 1, MDT / /4 13 1/2 1, MDT / /4 15 1, MDT / /4 16 1/2 1, MDT-H / /4 18 1, MDT-H / /4 19 1/2 1, Bisect Angle 60 ft. CDF MDT /4 15 1, MDT /4 16 1/2 1, MDT /4 18 1, MDT-H /4 19 1/2 2, MDT-H /4 21 2, MDT-H /4 22 1/2 2, MDT-H /4 25 1/2 2, MDT-H /4 27 2, MDT-H /4 28 1/2 3, ft. CDF MDT / /4 16 1/2 1, MDT / /4 18 2, MDT / /4 19 1/2 2, MDT-H / /4 21 2, MDT-H / /4 22 1/2 2, MDT-H / /4 25 1/2 2, MDT--H / /4 27 2, MDT-H / /4 28 1/2 3, MDT-H / /4 30 3, ft. CDF MDT /4 16 1/2 2, MDT /4 18 2, MDT /4 19 1/2 2, MDT-H /4 21 2, MDT-H /4 22 1/2 2, MDT-H /4 24 3, MDT-H /4 25 1/2 3, MDT-H /4 27 3, MDT-H /4 28 1/2 4, Foundation Reinforcement as specified Coastal Douglas-Fir Tangent Poles Standard 12
14 TANGENT COASTAL DOUGLAS-FIR 75 ft. CDF 80 ft. CDF MDT /4 16 1/2 2, MDT /4 18 3, MDT /4 21 3, MDT-H /4 22 1/2 3, MDT-H /4 24 3, MDT-H /4 25 1/2 4, MDT-H /4 28 1/2 4, MDT-H /4 30 4, MDT-H /4 31 1/2 5, ft. CDF MDT / /4 16 1/2 2, MDT / /4 18 3, MDT / /4 21 3, MDT-H / /4 22 1/2 3, MDT-H / /4 25 1/2 4, MDT-H / /4 28 1/2 4, MDT-H / /4 30 5, MDT-H / /4 31 1/2 5, MDT-H / /4 33 5, ft. CDF MDT / /4 15 2, MDT / /4 16 1/2 2, MDT / /4 19 1/2 3, MDT-H / /4 21 3, MDT-H / /4 22 1/2 3, MDT-H / /4 24 3, MDT-H / /4 27 4, MDT-H / /4 28 1/2 4, MDT-H / /4 30 4, MDT /4 18 3, MDT /4 21 3, MDT /4 22 1/2 4, MDT-H /4 24 4, MDT-H /4 25 1/2 4, MDT-H /4 28 1/2 5, MDT-H /4 30 5, MDT-H /4 33 5, MDT-H /4 34 1/2 6,200 1,038 Coastal Douglas-Fir Tangent Poles Standard 13
15 95 ft. CDF MDT / /4 19 1/2 4, MDT / /4 21 4, MDT-H / /4 22 1/2 5, MDT-H / /4 24 5, MDT-H / /4 25 1/2 5, MDT-H / /4 28 1/2 6, MDT-H / /4 30 6, MDT-H / /4 33 7,550 1,122 Bisect Angle 100 ft. CDF MDT /4 19 1/2 4, MDT /4 21 5, MDT-H /4 22 1/2 5, MDT-H /4 25 1/2 6, MDT-H /4 27 6, MDT-H /4 30 7, MDT-H /4 31 1/2 7,500 1,011 MDT-H /4 34 1/2 8,200 1, ft. CDF MDT / /4 19 1/2 5, MDT / /4 22 1/2 5, MDT-H / /4 24 6, MDT--H / /4 27 6, MDT-H / /4 28 1/2 7, MDT-H / /4 31 1/2 7,700 1,011 MDT-H / /4 33 8,150 1,105 MDT-H / /4 34 1/2 8,650 1, ft. CDF MDT /4 21 5, MDT /4 24 6, MDT-H /4 25 1/2 6, MDT-H /4 27 6, MDT-H /4 28 1/2 7, MDT-H /4 31 1/2 8,100 1,011 MDT-H /4 34 1/2 8,850 1,202 MDT-H /4 36 9,350 1,303 Foundation Reinforcement as specified Coastal Douglas-Fir Tangent Poles Standard 14
16 TANGENT COASTAL DOUGLAS-FIR 115 ft. CDF MDT / /4 22 1/2 6, MDT / /4 24 6, MDT--H / /4 25 1/2 6, MDT-H / /4 28 1/2 7, MDT-H / /4 31 1/2 8, MDT-H / /4 34 1/2 9,050 1,183 MDT-H / /4 36 9,600 1,282 MDT-H / /4 37 1/2 10,100 1, ft. CDF MDT /4 22 1/2 6, MDT /4 24 6, MDT-H /4 25 1/2 7, MDT-H /4 28 1/2 7, MDT-H /4 31 1/2 8, MDT-H /4 34 1/2 9,500 1,183 MDT-H / ,000 1,282 MDT-H / ,900 1, ft. CDF MDT / /4 22 1/2 6, MDT / /4 25 1/2 7, MDT-H / /4 28 1/2 8, MDT-H / /4 31 1/2 9, MDT-H / /4 33 9,500 1,087 MDT-H / / ,250 1,282 MDT-H / /4 37 1/2 10,800 1,386 MDT-H / /4 40 1/2 11,700 1, ft. CDF MDT /4 21 7, MDT /4 22 1/2 8, MDT-H /4 25 1/2 9, MDT-H /4 27 9, MDT-H / ,650 1,038 MDT-H / ,500 1,244 MDT-H /4 34 1/2 12,200 1,354 MDT-H /4 37 1/2 13,250 1,586 Coastal Douglas-Fir Tangent Poles Standard 15
17 135 ft. CDF MDT / /4 21 7, MDT / /4 24 8, MDT-H / /4 25 1/2 9, MDT-H / /4 28 1/2 10, MDT-H / / ,050 1,021 MDT-H / / ,950 1,224 MDT-H / / ,100 1,444 MDT-H / /4 37 1/2 13,750 1,560 Bisect Angle Foundation Reinforcement as specified Coastal Douglas-Fir Tangent Poles Standard 16
18 Example Foundation for Denser Soils INSTALLATION OF MCFARLAND CASCADE LAMINATED POLES Poles are typically predrilled and sized for a specific location, specific equipment and orientation. Because they can look very similar, it is imperative that each pole be matched with the specification and location. Adequate performance of the foundation system relies on accurate descriptions of soil shear strength (cohesive soils), friction angle, density (cohesionless soils) and setting depth. McFarland Cascade will make recommendations based on these factors but it is the responsibility of the owner to accept the final design of the setting depth and foundation requirements. Example Foundation for Soft Soil Installations Culvert or Sleeve Extra Depth Gravel Filled 17
19 Recommended Fin Depth Upper Fin LIFTING AND HANDLING Laminated poles are handled the same way as round wood poles (to minimize corner denting, pad chokers and chains). Poles are marked BP at the balance point for ease of lifting and handling Recommended Setting Depth SETTING DEPTH The setting depths mentioned in this brochure are based on the standard or rule of thumb (ROT) method of determining setting depth. That method is to add two feet to 10% of pole length for tangent poles and 4 feet to 10% of the pole length for raked poles. Accurate soil data, however, may permit the setting depth to be decreased (thereby saving cost and weight) or, conversely, require deeper embedment depth or use of a caisson/ sleeve for additional support to avoid overturning. Lower Fin It is the customer s responsibility to investigate soil conditions and determine the oppropriate setting depth. FOUNDATION: PASSIVE GROUND RESISTING SYSTEM Laminated poles are typically narrower than round poles in the loaded direction and, depending on the soils and loads specified, require that the effective width be increased by the addition of load-bearing steel fins. McFarland Cascade will supply fins for the pole based on the loads and soils data supplied or the maximum groundline moment for the pole classification, pole length and setting depth. Fin Width Pole Depth Pole Width 7/8 Bolt RAKE ANGLE The rake angle of the pole is recommended to be no more than 3% of the above-ground height of the pole as measured from the tip of the uncut side to the base of the pole. 18
20 Conductor 1/2 Line Angle Rake Direction Load Direction Bisect Line Angle Cut Side Uncut Side Conductor 1/2 Line Angle Load Direction Cut Side Uncut Side Yardstick Field Rake Distance Setting Depth Back Fill Foundation System BACKFILL Backfill is recommended to be crushed stone compacted in 6-inch lifts. 19 Hole Diameter TENSIONING Once conductors are tensioned to design, wait at least 30 minutes for pole to reach a point of equilibrium and retention to design.
21 Boring Pattern (Dotted Line) Width PRESERVATIVE TREATMENT All poles are treated to comply with AWPA Specification UC4 and the requirements of AITC 109. Standard treatment is Pentachlorophenol (Penta or PCP). Poles may be radial drilled or throughbored from two feet above the groundline to three feet below the groundline or as specified by buyer. CDF poles are incised the full length on all four sides to enhance preservative penetration. LAMINATING STANDARDS Poles are manufactured in accordance with AITC 117, APA Y117 and APA Y117 Supplement. Designs are based on Power Line Systems finite element analysis with design stresses determined in accordance with ANSI O5.2 and other recognized sources. 2-0 (min.) or as specified 3 5 Pole Top 3-0 (min.) or as specified 5/16 dia. Holes Sloped 5 degrees 2-1/2 Exclusion Zone for Tension Lams 20
22 21 A few examples of laminated wood poles in use.
23 22
24 Corporate Headquarters: PO Box 1496, Tacoma, WA Phone: Fax: FLPC1110
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