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Home My WebLink AboutLA176140> �1w pita Tale* I�6R S.Z Soo 6111 %XX 7:x511 *Qv .�A V._ MIX �3M: 3W 314s: 4110, 425Z a Nee 33= 7811 MR6 svgv sta4t Fit* rimed as Tale`s C aaneedsn Fa.Umr4a IM . rs P wait T1iAraesa 0 154 0.061 a 154 UZI tr am va kU XT Safe Terpue for Tension •tro iag Tension (SFW:) Compression SH K 956 v 966 3C 9155 k m File Capacities in Sail (Srm!) SLS Filc Capacities in Sail (5F=2, CZ.S Coalpras:ion Tension (<14' Tension (}14' Compression Teasiaa (,cU Temai m (.np14 depth) 50 5825 depth) depth) 0250 5031 depth) 9 4'a$ Ib kN ib IQN Ib 61185 lb L1 Ib ILN Ib iCN 1250 6 625 3 975 6703 4750 8 875 + 1225 5 2500 if 1251 6 17W 8 3500 16 1T5a 8 2450 It 3750 17 187:1 8 2£25 12 5250 23 2525 12 3675 � 'SOON 22 2500 tv3500 S3✓ 16 m7o 31 mw %a 4900 113 8SQ0 28 3123 14 4375 19 6(50 33 4375 19 2:* 5 27 f`• 7500 33 3750 17 5230 23 101 47 5250 23 k 10 fi'S0 27A 0250 5032 3� 9 496; 2 7♦8 025n SCS2 50 5825 ;4@7 27A 0250 5031 mot 9 4'a$ 2708 62W 5032 355E 9 61185 2�AB 62'50 3032 35% 4 X24 274 C25C 51W 3594 9 6703 2119 0250 SIM 3694 9 SC2 27fe 0250. 5032 3594 9 6441 27M 4250 5033 3594 9 fi'S0 39 4375 1;300 44 5000 11`50 60 6625 11250 50 5825 12375 56 818E 13500 60 6750 14625 85 731; ism 70 7875 16875 75 8438 t80O0 80 9000 15125 85 9563 20251 90 %OV5 21375 95 10688 SSW -!45..r3112 02M 7820 5581 � 39250 9625 86 S?5 7796 3V2 0.250 7620 ow 2+0125 90 10053 60 Sm 3 V2 02w 7115 ttm 10500 6625.^. 8474 3V2 6250 Im am � 219' 5 91 10938 9506 3 3 V2 0350 Nm ! 2275C 101 +1375 675 9552 3172 e2W ?w ow 7 23625 tof liar. 'L7D0 3491 3 fit 0250 7M 7 245X 109 12250 ` "AMC S3✓ 312 G.250 113 12538 6^527 1053 3 V2 02w- Im 7 26250 117 13125 108�k5 3V2 02% Al" am `. * 27`25 t21 10583 33 19 6125 27 12250 54 M5 27 9575 3$ 22 .fCw 31 114mc 62 9BOt as 25 'L'?S 35 !S75G 7C 797 5 35 26 '5 36 57 '� 7876 ' 4S 787 'x.25 +s 28 3653 .`v �r325 77 9663 38128 54 3O 9450 42 189OC 84 WC 42 13230 St 33 18238 46 21'475 91 lam 143_:3 64 36 1"1 49 22350 S9 11025 X36 69 38 1#8F3 53 23635 105 15 3 =a 7a 40 126: 56 26290 11� 1'•8110 56 rG40 7g 43 13388 80 26775 p9 13388 60 18743 83 46 } �5 6: 253+50 •26 14171 63 5845 48 14963 67 23925 133 14963 6'r 2s9+a 93 60 15751 7C Maw 1417 15750 0 2i4'S� gg 121883 4 67 2;725 114 !2963 5' 43 t3475 60 26960 120 t3475 6th 11185 84 45 14096 663 28176 125 t4086 63 15723 88 47 147CO 6.l 254170 131 14700 65 4C58= 49 '5313 88 30625 136 153'13 68 214?n 92 35 51 15325 71 3135;". 142 1169057 zsow 53 16638 74 33075 147 16538 74 23 54 '7'50 76 340 753 1715. 23115313 03 56 17753 79 35525 �a'��fl 07 1fi8 17'163 79 79 248i6o 58 18375 82 397W 163 1a^'i,.75 82 'e0 1888 94 37975 t89 13988 94 2E5$Y `e t- 1ta 15 �lowslt�ilMeinlifasG7MtlkTtttlS � — - --- L4iQlgll�• 1�14i�tl/1�}�e1aCf�1Y�11Q�/fGY1¢l�plq�Yl 6d l�ka Roer.ri Reis *� 1'CH Installei°s Name' Noah and Ayden Installation Checklist Franchisee Location: Minnesota Installation Date: 12/19/19 Name of Customer or Contractor: Minneapolis pecks Description of customer prosect: Deck Porch Project Address: 19983 Harvest Dr., Lakeville Achieved Achieved Required Inclination of Pile Tension Compression Required Total Pile Length (1f Cut-off Elevation (if not 90 Degrees Compression Pile Number Capacity Torque Pile Used Helix Used not T if not 8" +02 Tor ue Ach +•2 ieved Capacity Capacity Pike 1: 2000 500 2 3/8" 9" 1080 5400 2700 350 700 23/8" 9" E2200 60 4300 2150 Pike 2: 11000 Pile 3: 10000 2000 2 3/8" 13" lop 5500 Pile 4: 4500 400 2 3/8" 9" 900 4500 2250 Rile S: 8200 1640 23/8 13" 1650 82J0 4125 Dale �. og 6500 1300 23/8 9" (}6f old f Pile 7: ile 11: Me 12: Pile 13: Oaln 1d• Draw your project here: ..,...__..�.. ,.r .LI. A.v...nwn. !n Cin,rPn.,.r-•nrn...I.,..,L. n.....•Ia1m ..,./...A ollh . An• �....,. ...e /nr.vi,..... ..� .ya.e.a.I.o fLjIW'ULrd ....�.,.. Detwneat Vune, huldletion Ch"Min US uae moaned: Uclobar 20th 2016 l.uempl Doaankm Npr for Cenerpl Dkni6womr. GyyriShr G.7ap foRprl MwrparrVed 111 RiFhr+Rmpn.d Pape 1 p!? Pile 15: Pile 16: