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88 OCEAN BLVD - ROW REVIIONS ,:-) s CITY OF ATLANTIC BEACH _ ? -- 800 Seminole Road s� tz V -11 r Atlantic Beach, Florida 32233 '�4 Jlil>f' OCT 09 2017 f REVISION REQUEST / CORRECTIONS TOLP ANVIEW COMMENTS Date g13Q 17 Revision to Issued Permit Corrections to Comments Permit#ROW/ 7 -0006 1 Project Address es 0,2o," 6 iv,..1RFCEIVED Contractor/Contact Name /71Q(6 11_1776. , LC..C 5 Phone c ,l- ` 9,391 Email C. ,cam ,,,I pT M-o,1,�� ,e, coop; Building Department Description of Proposed Revision/ Corrections: pgtity stevenlic Beach, FL ,i r ec.iu ;re S ref�G(-: e..-►-t c f �.2( /S?r' ,l i, �pc)!H-- LA) ;W., Additional Increase in Building Value $ AO Additional S.F. Nf j� By signing below, I CH 44 . A(.LO iCL affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date":" r ,��/� 1 w_ ' X11 • HI (Office Use Only) , --\1 i ! '1 AUG 3 0 2017 is Approved Denied Not Applicable toy Department Revision/Plan Review Comments S �qT�C j c'L77C-( )' ,"V l f De•artment Review Required: 0, 010 , ifX_____ GV, ' arming & Zoning Reviewed By ree • . 1 r. or Public Works • ��._ --- ( 07(1/ ( 7 Pu•lic Safety /O-/2 -1 7 Date Fire Services `rS!...AP i, �s , ,4; F r^ CITY OF ATLANTIC BEACH s800 Seminole Road "4'401119'f' Ote V" OCT 0 9 2017 k Atlantic Beach,Florida 32233 U YJ BY. a ? REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date Revision to Issued Permit l;/ Corrections to Comments -Pei it # _g S" R IVSD Project Address /`ac/ Sc1 lvc i.,•, Or Contractor/Contact Name 7,4L" /j , E_ t L.L,c n C T - 5 2017 Phone 90 9t `�e� ,r, , �B-9��1/ Email c4"4":J • d `trirecnt`-' �it}� of Atianti� • Beach, FL Description of Proposed Revision/Corrections: Permit Fee Due $ ` CA p0 AL. lie rid c;bie, .1.041 .‘,,t0,-/-c S 4 ;04"1 Pre)✓h Qo o4e'' 1;e&,9 Additional Increase in Building Value$ / V4 Additional S.F. shy°fj�f By signing below,I C.11/44 CA v®i a c. affirm the Revision is inclusive of the p r'�po d changes. (printed name) 1 C.--- ___ �'' _3�r),/f 7 Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date �� 1� `.:�: ' j:..\ 1! \ii (Office Use Only) 11 ';i AUG 3 0 2011 ;o,Il � 7 !14 _ Approved Denied Not Applicable to Department Revision/Plan Review Comments C -'6 r)---5-7i6(_(i 1 C 7-14/9✓° Department Review Required: / . " ) g1 /(-----' Planning &Zont : Reviewed By re- . . • ' . or )(.9 Wattih Public Safety /O -/Z -/ 7 / Date Fire Services i ' ' CITY OF ATLANTIC BEACH 800 Seminole Road t '�" ` '' ' Atlantic Beach,Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 8130 /7 Revision to Issued Permit ✓ Corrections to Comments Permit#Rat)/7 poO Project Address es QcQ.aw., 6 /(jJ • R,EC EIVED---- Contractor/Contact Name /7106/0 TIE , LLC . Phone 94'/ - 444.0 9,391Email CiActu1.car �6/a) in 461&Pe,Coot/ Building Department Description of Proposed Revision/Corrections: Piittt BiAtlenlic Beach, FL -3" --,ii r t_cl,_, ;,-e 5' r ep l'iCe."1,1 ebli a -r %z,A /1-1/4; , .)/ w f bk ,IC a / -I til Additional Increase in Building Value$ ,(,J//4 Additional S.F. AO By signing below,I_ CH 44 CAM ILL affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agenttor must sign if increase in valuation) Dater,7".::.7 f (Office Use Only) i r ' : 3 , k ' k AUGA4LG 3 0 2017 , ,, ,, r ' ,� I Approved Denied Not Applicai3le to Department T I. Revision/Plan Review Comments De.artment Review Required: / -- /‘--- . Ogierib• _ ' anning &Zoning Reviewed By ree • . . r. or • Public Works / .-"I �I 3 _ r oriazusnaM r Pu a Iic Safety Date Fire Services rS,.'ayj.� o. 6S ,a 4--.'-m 7 8-_ ‘ CITY OF ATLANTIC BEACH 800 Seminole Road r� 73 AUG 3 1 2017 I 3Atlantic Beach, Florida 32233 BY: REVISION REQUEST /CORRECTIONS TO PLAN REVIEW COMMENTS Date 3a /7 Revision to Issued Permit VCorrections to Comments_ Permit#ROW/7-0006 Project Address gs 0cR,,, b 1VJ Contractor/Contact Name /710a 14.1T1 , L.L.C Phone 9a4i - 9.t9 - 9,37/ Email Ctia01•Lcitic,,C;// Al G+ib/, pie , cvetii Description of Proposed Revision/Corrections: Permit Fee Due $ 3i /1 c ;Peg ref fGCC�,/!?N.,•t1 c f sit.x ,s 7-, iSs l�C,c:!N-- (N ; 1-Z.,i 1 -to p 4 - �� Loch -5'( c i E.-,Y- S • • )(%r,1_, :✓1-. toci,,J e.^/1-,HS Additional Increase in Building Value$ kM Additional S.F. J/4 By signing below,I CH44) GAM ILL affirm the Revision is inclusive of the proposed changes. (printed name) ..=w....... <F/3.,,,A—7 Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) AUG 302017 Approved Denied Not Applicable to Department Revision/Plan Review Comments SG £ a'ciz c -N Ail/'g Department Review Required: raildinA)/-- s--. ' nning &Zonin Reviewed By Tree Administrator -PGb is o •. is Utili ....-----/ 17(3-7( 7 Public Safe "--5-/7 Date Fire Services , ,;j v.1/2 is Jiff _ , CITY OF ATLANTIC BEACH AUG 31 2017 x 800 Seminole Road xAtlantic Beach, Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 813.0I/7 Revision to Issued Permit VCorrections to Comments Permit #Row/7-000G Project Address es Qc„ 6 /vJ Contractor/Contact Name /1106/1_/7--/ : L L C Phone cJ 9 - 471d. - 937/ Email CI- ad.CQ cid,//�M G.&t h7 @, Coed Description of Proposed Revision/Corrections: Permit Fee Due $ 3--- #1 1 r `l.9 v ice'@$ rep IGtcs.J4 es- / n f QA;,...x% 35- /e_ 0.10 pQ Aa_ * ✓o�LoVe_ V*p<-iQ�74- . A /! Additional Increase in Building Value $ )0 Additional S.F. ,A/M By signing below, I /€,4 J A(t,Q fa_ affirm the Revision is inclusive of the proposed changes. (printed name) CP/30—7 Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) `( AUG 3 0 2017 { Approved 7 Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: ('Biiildin _ .; I r-Pgi-Tung & Zoning Re'sewed By Tree Administrator (—PGbfic Works, ) iG6 'cam Utilitiel': /i"rli Public Safetye Fire Services -'''..1,1t, CITY OF ATLANTIC BEACH tt ! t 800 Seminole Road Atlantic Beach,Florida 32233 t REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 8/34 1/7 Revision to Issued Permit ✓ Corrections to Comments BOW#ROW/7_00 Project Address Q 48 OCQ k," 6 i U, Contractor/Contact Name 7710 6/La I 1 . , L L C Phone 94(f - 4/40 . 937/ Email CACd,c_cl tj:// Mtikeie, Cory! Description of Proposed Revision/Corrections: Permit Fee Due $ — CP ---- .3"- /i 3 ' 1 P�9c ;re$ re r(=lc:erne 11 o T `kA:3:f! i ' p:5/ (it/ i le, .711 �• pE.-, i�� vl--1 10ac..JC✓`4�ts Additional Increase in Building Value $ 404 Additional S.F. Iv/4 By signing below,I C/f413 C-dia4I(,L affirm the Revision is inclusive of the proposed changes. (printed name) 4// -7 Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date=_,_ - Li ,, (Office Use Only) AUG 302017 ' Ell Approved_ Denied Not Applicable toy _ Department Revision/Plan Review Comments Department Review Required: (Buildin anning & Zonin � gs aviewed By Tree Administrator (---PGG if c Wor ck �Pu`6 c Utilit j eP/30//7 Public Safety Date Fire Services • . .. 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',..../0,.I 'i' e,v`• ,, 1 200 f+ ��ryy7�, eenm'a.rw®a..•eem ....1-..et....'" ` IC! �—J KMB 9FLB003568 JA9OXS918D 40ft AGL Replacement Wood Pole DESIGN GROUP KMB Project No.: 335.0000 October 2, 2017 PAS S Brian Deye A&E Specialist Mobilitie OFF► 3475 Piedmont Road NE, Suite 1000 C� Atlanta, GA 30305 Approved OP y Bundin By Permit Desk j Structural Evaluation Letter—9FLB003568 JA9OXS918D fi$'�l1{fln 9 arrtmenF L Structure: 40ft AGL Replacement Timber Pole Material: Class 1 Southern Pine Site Address: Ocean Blvd & 1st St, Atlantic Beach, FL KMB Project No: 335.0000 Dear Mr. Deye: Pursuant to your request, we have prepared this letter describing the methodology and codes used to review the reactions imparted upon the replacement wood utility pole with the proposed telecommunications equipment. This Analysis has been performed using Osmose 0-Cale Pro Version 5.01 modeling software. It is proposed to replace the existing pole with Class 1 timber pole and install new telecommunications equipment within the above mentioned geographic region. The pole will be supported by a direct embedment foundation. This replacement pole will support the following Black Box solutions 2500MHz loading: Elevation Antenna 6'-7" Disconnect 10'-0" Distribution Box 13'-6" Equipment Shroud w/UE Relay, GPS Antenna, and Radio 42'-1" Omni Antenna As part of the design process, engineers licensed to practice in Florida, have reviewed the existing pole for the proposed equipment loading. The applicable design codes which govern the structural analysis of this project are as follows: - TIA-222-G - Risk Category—II - Exposure Category—C - Importance Factor— 1.15 www.KMBDG.com 1800 Route 34,Suite 209 ♦ Wall,NJ 07719 732.280.5623 KMB Structural Evaluation—40ft AGL Timber Pole KMB Project No: 335.0000 Date: 10/2/2017 - 2014 Florida Building Code 5t Edition - National Electrical Safety Code—NESC C2-2012 - NESC Light Grade C Construction - NESC 250C 140-mph with no ice Findings: Pole: Based on the attached calculations, we hereby determine that the replacement wood pole will be stressed to 35.8%of its max allowable capacity. Hence, we conclude that the replacement pole can safely support the proposed telecommunications equipment as documented within the Appendix A calculations. Foundation: KMB has utilized the following method of analysis for the pole foundation: 2014 Florida Building Code, Section 1807.3.2.1 o Soil Class: Silty Sand o Presumptive lateral bearing pressure: 150 psf/ft Based on our assessment,the embedment depth of I Oft is sufficient to support the proposed loading.Please refer to calculations in Appendix B for further details. Conclusion & Recommendations: KMB's analysis determines that based on general soil parameters and characteristics for these regions that the pole and foundation have sufficient capacity to resist the base moments. Total pole length to be deployed will be 50ft with l Oft embedment. Should there be any modifications to the proposed equipment configuration KMB shall be notified to update the report. Should you have any questions or comments do not hesitate to contact us. Since c{yo"%I Htitii QZ;.GN S E. Ste phen A. PE F�.'?; 1�Libfess onal Wine Gi$902 L.O • • •.. S S 10 P's Page 2 of 4 9FLB0035611_JA9OXS918D_Repon_12ev 111 doc•-10/2/2017 3 02 PM KMB Structural Evaluation—40ft AGL Timber Pole KMB Project No: 335.0000 DES�, F� ; Date: 10/2/2017 Appendix A Structural Calculations - Pole Page 3 of 4 9FLB003 68_1A90XS918D_Reporl_Rev Ml docx-10/2/2017 3.02 PM 0 o col Q oo Lyn 1 M i O O m J LL Q1 0-Calc® Pro Capacity Summary Info Pole Identification: 9FLB003568_JA9OXS918D Report Created: 10/2/2017 File: 9FLB003568_3A90XS918D_Ocalc_Rev #1.pplx 111 40 50 60 30 70 20 80 1.0 35.8%of Allowed MCU Unguyed Groundline Max Cap Ut Moment 45,902 ft-lb 45302 ft-b % I Height Wind i Load Angle Angle Max 358 ' 1 GL 35 _ JI ill NIP I 1111M Buckling 1 9 1T lrua!Jyr_d Pole ID:9FLB003568_JA90XS918D_Ocalc_Rev#1.pplx 0-Calc® Pro Analysis Report Monday,October 02,2017 2:59 PM Pole Num: 9FLB003568_JA9OXS918D Pole Length /Class: 50/ 1 Code: NESC Structure Type: Angle KMB Project ID: 335.0000 Species: SOUTHERN PINE NESC Rule: Rule 250C Status Unguyed Pole Height (AGL) 40ft Setting Depth (ft): 10.00 Construction Grade: C Pole Strength Factor: 0.75 Pole Height 50ft G/L Circumference (in): 43.36 Loading District: Special Transverse Wind LF: 0.75 (Overall) Pole Type and SOUTHERN PINE G/L Fiber Stress (psi): 8,000 Ice Thickness (in): 0.00 Wire Tension LF: 1.00 Class CLASS 1 Address Line 1 OCEAN BLVD & Allowable Stress (psi): 6,000 Wind Speed (mph): 140.00 Vertical LF: 1.00 1ST ST Address Line 2 ATLANTIC Fiber Stress Ht. Reduc: No Wind Pressure (psf): 50.18 Max 250C Wind (mph) 252.57 BEACH, FL 32233 Latitude: 30.325936 Deg Longitude: -81.396383 Deg Elevation: 0 Feet Pole Capacity Utilization (%) Height Wind Angle Iv (ft) (deg) "" Maximum 35.7 0.0 300.0 I Groundline 35.7 0.0 300.0 Vertical 1.9 17.2 300.0 Pole Moments (ft-lb) Load Angle Wind Angle O•, (deg) (deg) ' Max Cap Util 45,861 303.9 300.0 Groundline 45,861 303.9 300.0 GL Allowable 129,091 User:OCalc KMBDG OCP:5.02 .Includes Load Factor(s) Page 1 of 3 'Worst Wind Per Guy Wire 'Wind At 300° Pole ID:9FL8003568_JA9OXS918D_Ocalc_Rev#1.pplx 0-Calc® Pro Analysis Report Monday,October 02,2017 2:59 PM Groundline Load Summary-Reporting Angle Mode: Load-Reporting Angle: 303.9° Shear Applied Bending Applied Pole Bending Vertical Vertical Total Pole Load* Load Moment Moment Capacity Stress Load Stress Stress Capacity (lbs) (%) (ft-lb) (%) (%) (+/-psi) (lbs) (psi) (psi) (%) Powers 99 4.7 1,978 4.8 1.5 92 4 0 92 1.5 Comms 185 8.7 4,986 12.1 3.9 232 30 0 232 3.9 GenericEquipments 358 16.9 6,986 17.0 5.4 325 144 1 326 5.4 Pole 1,270 60.0 23,422 56.9 18.1 1,089 1,671 11 1,100 18.3 Risers 203 9.6 3,798 9.2 2.9 177 0 0 177 2.9 Insulators 0 0.0 4 0.0 0.0 0 10 0 0 0.0 Pole Load 2,115 100.0 41,173 100.0 31.9 1,914 1,860 12 1,926 32.1 Pole Reserve Capacity 87,918 68.1 4,086 4,074 67.9 Load Summary by Owner-Reporting Angle Mode: Load -Reporting Angle: 303.9° Shear Applied Bending Applied Pole Bending Vertical Vertical Total Pole Load* Load Moment Moment Capacity Stress Load Stress Stress Capacity (lbs) (%) (ft-lb) (%) (%) (+/-psi) (lbs) (psi) (psi) (%) <Undefined> 283 13.4 6,968 16.9 5.4 324 44 0 324 5.4 Mobilitie 493 23.3 10,254 24.9 7.9 477 113 1 477 8.0 Mobilite 68 3.2 530 1.3 0.4 25 31 0 25 0.4 MOBILITIE 1,270 60.0 23,422 56.9 18.1 1,089 1,671 11 1,100 18.3 Totals: 2,115 100.0 41,173 100.0 31.9 1,914 1,860 12 1,926 32.1 Detailed Load Components: Power Owner Height Horiz. Cable Sag at Cable Lead/Span Span Wire Tension Tension Offset Wind Moment (ft) Offset Diameter Max Weight Length Angle Length (lbs) Moment* Moment* Moment* at GL* (in) (in) Temp (lbs/ft) (ft) (deg) (ft) (ft-lb) (ft-lb) (ft-lb) (ft-lb) (ft) Secondary DUPLEX 6 AWG 20.00 8.10 0.2000 2.30 0.057 150.0 291.0 150.1 100 1,949 3 26 1,978 Totals: 1,949 3 26 1,978 Comm Owner Height Horiz. Cable Sag at Cable Lead/Span Span Wire Tension Tension Offset Wind Moment (ft) Offset Diameter Max Weight Length Angle Length (lbs) Moment* Moment* Moment* at GL* (in) (in) Temp (lbs/ft) (ft) (deg) (ft) (ft-lb) (ft-lb) (ft-lb) (ft-lb) (ft) Telco TELE 1.25 27.00 7.64 1.2500 5.25 0.600 100.0 27.0 100.9 150 490 2 4,494 4,986 I Totals: 490 2 4,494 4,986 User:OCalc KMBDG OCP:5.02 'Includes Load Factor(s) Page 2 of 3 2 Worst Wind Per Guy Wire 3 Wind At 300° Pole ID:9FLB003568_JA9OXS918D_Ocalc_Rev#1.pplx 0-Calc® Pro Analysis Report Monday,October 02,2017 2:59 PM GenericEquipment Owner Height Horiz. Offset Rotate Unit Unit Unit Unit Unit Offset Wind Moment (ft) Offset Angle Angle Weight Height Depth Diameter Length Moment* Moment* at GL* (in) (deg) _ (deg) (lbs) (in) (in) (in) (in) (ft-lb) (ft-lb) (ft-lb) Box Antenna Mount Mobilitie 40.00 5.30 90.0 0.0 4.40 29.00 2.00 - 7.00 -2 2,671 2,669 Cylinder Antenna Mobilitie 42.33 2.05 90.0 0.0 8.80 29.50 -- 4.50 - -1 1,364 1,363 Box Shroud Mobilitie 13.50 16.52 145.0 0.0 100.00 35.60 9.00 - 15.50 -128 2,553 2,424 Box Raycap Power Box Mobilite 10.00 11.25 180.0 0.0 17.00 12.00 4.00 -- 12.00 -9 281 272 Box Disconnect Mobilite 6.60 12.45 180.0 0.0 14.00 15.45 5.95 -- 8.70 -8 266 258 Totals: -148 7,135 6,986 Riser Owner Height Horiz. Offset Rotate Unit Unit Unit Unit Unit Offset Wind Moment (ft) Offset Angle Angle Weight Height Depth Diameter Length Moment* Moment* at GL* (in) (deg) (deg) (lbs) (in) (in) (in) (in) (ft-lb) (ft-lb) (ft-lb) Riser 180.0° Riser Mobilitie 28.00 7.29 180.0 180.0 28.00 336.00 3.00 3.00 336.00 0 3,798 3,798 Totals: 0 3,798 3,798 Insulator Owner Height Horiz. Offset Rotate Unit Unit Unit Offset Wind Moment at (ft) Offset Angle Angle Weight Diameter Length Moment* Moment* GL* (in) (deg) (deg) (lbs) (in) (in) (ft-Ib) (ft-lb) (ft-Ib) Bolt Single Bolt 27.00 0.00 27.0 27.0 5.00 3.00 0.00 0 0 0 J-Hook J-Hook 20.00 0.00 291.0 291.0 5.00 3.00 0.00 3 0 3 Totals: 4 0 4 Pole Buckling Buckling Buckling Buckling Buckling Minimum Diameter at Diameter at Modulus of Pole Ice Density Pole Tip Buckling Buckling Buckling Constant Column Section Section Buckling Tip GL Elasticity Density (pcf) Height Load Load Load Factor Height* Height Diameter Diameter at (in) (in) (psi) (pcf) (ft) Capacity at Applied at of Safety (ft) (%Buckling (in) GL Height Height Col.Hgt.) (in) (lbs) (lbs) 2.00 17.22 32.44 13.08 9.94 8.60 13.81 1.60e+6 60.00 57.00 40.00 99,540 1,860 53.53 User:OCalc KMBDG OCP:5.02 'Includes Load Factor(s) Page 3 of 3 2 Worst Wind Per Guy Wire 3 Wind At 300° Structural Evaluation—40ft AGL Timber Pole gt KMB KMB Project No: 335.0000 DESIGN GROUP Date: 10/2/2017 Appendix B Structural Calculations - Foundation Page 4 of 4 9FLB003568_JA9OXS918D Rq o.1Rev MI doex-10/1/1017 3:01 PM Client: Mobilite — (tW Project: 9FLB03568 JA90XS918D Atlantic Beach,FL KMB Pole Ht: SDR Overall :uS�(,r r,roun Embedment: 9FL0 10ft Date: 10/2/2017 Foundation Analysis-9FLB003568_1A9OXS918D-Revision#1 2014 Florida Building Code Section 1807.3.2.1 D=Setting Depth= 10 ft Hpoie=Total Length of pole= 50 ft Allowable GL Moment= 45,861 lbs-ft For Nonconstrained poles d= 0.5`A`(1+(1+(4.36`h/A))0.5) A= 2.34`P/(51`b) = 2.72 b= Diameter of Post(ft)= 1.15 h=Distance to point of application of P(ft)= 14.00 P=Applied Force(lbs) = 2115 Si=Allowable lateral soil bearing pressure(psf)= 1580.00(Section 1806.3.4 and Table 1806.2) d= Required Depth of Embedment(ft)= 8.0 Embedment Depth Provided(ft)= 10 OK 1807.3.2.1 Nonconstrained. The following formula shall be used in determining the depth of embedment required to resist lateral loads where no lateral constraint is provided at the ground surface,such as by a rigid floor or rigid ground surface pavement, and where no lateral constraint is provided above the ground surface,such as by a structural diaphragm. d=0.5A(1+[1+(4.36h/A))rt) (Equation 18-1) where: A =2.34 P/(Silo) b =Diameter of round post or footing or dagonal dimension of square post or footing.feet(m) d =Depth of embedment in earth in feet(m)but not over 12 feet(3.658 m)for purpose of computing lateral pressure h =Distance in feet(m)from ground surface to poky of application of'P" P =Applied lateral force in pounds(kN) S,=Allowable lateral soil-bearing pressure as set forth in Section 1806.2 based on a depth of one-third the depth of embedment in pounds per square foot Ipot)(kr a). TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES CLASS OF MATERIALS VERTICAL FOUNDATION LATERAL BEARING PRESSURE LATERAL SLIDING RESISTANCE PRESSURE(psf) (psffft below natural grade) coefficient or Irictione Cohesion(psf)b 1 Crystalline bedrock 12 000 1 200 0.70 — 2 Sedimentary and foliated rock 4.000 400 0.35 — 3 Sandy gravel andtor gravel(GW and 3,000 200 0.35 — GP) I4 Standsilty sans clayey sand silty gravel and clayey gravel(SW.SP 2.000 150 0 25 — SM,SC.GM and GC) 5 Claysandy claysilty clayclayey silt sift and sandy silt(CL.ML.MH 1,500 100 — 130 and CH) For SI.1 pound per square foot=0.0479kPa.1 pound per square foot per foot=0.157 kPafm. a.Coefficient to be multiplied by the dead load. b Cohesion value to be multiplied by the contact area.as limited by Section 1806.3.2 1806.3.4 Increase for poles. Isolated poles for uses such as flagpoles or signs and poles used to support buildings that are not adversely affected by a 1/2 inch(12.7 mm)motion at the ground surface due to short-term lateral loads shall be permitted to be designed using lateral bearing pressures equal to two times the tabular values.