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NNE SGP�� Loom WELDING PROCEDURE SPECIFICATION (WPS) YES X w06 PREQUALIFIED QUALIFIED BY TESTING X or PROCEDURE QUALIFICATION RECOREDS (PQR) YESRL_ Company Name. Keeler Iron Works Welding Process FCAW Supporting PQR No(s) KIW-FCA-5-1 JOINT DESIGN USED Type: Single X Double_ Backing: Yes_ No X Backing Material: N/A Root Opening V4" Root Face Dimension N/A Groove Angle - Radius(J-U) N/A Back gouging: Yes No X BASE,METALS Material Spec - A36 Type or Grade N/A Thickness: Groove NIA Fillet S/16" Diameter (pipe)_ N/A FILLER METALS AWS Specification AS.20 AWS Classification 671T-1 SHIELDING Flux N/A Gas CO2 Composition 100%. Flow Rate 40 CFH - Gas Cup Size 3/4 PREHEAT Preheat Temp Min. Identification# KIW-FCA-S Revision 0.. Date8/19/15 By R.Keeler Authorized by R.Keeler Date 8 1 15 Type -Manual Semi -Automatic X Machine Automatic POSITION Position of Grove: N/A Fillet 3F Vertical Progression: Up X Down ELECTRICAL CHARACTERISTICS Transfer Mode (GMAW): Short -Circuiting— Globular X Spray Current: AC_DCEP X DCEN_Pulsed_ Other Tungsten Electrode (GTAW): Size N/A Type N/A TECHNIQUE' Stringer or Weave Bead Stringer Multi -pass or single pass (per side) Multiple Number of Electrodes 1 Electrode Spacing: Longitudinal N/A Lateral N/A Angle Contact Tube to work distance N/A Peening N/A Inter -pass Cleaning Brush POSTWELD HEAT TREATMENT Temp. N/A Inter -pass Temp Min. 327 Max 5006F Time WELDING PROCEDURE Filler Metals Current .Pass or Weld Layers) Process Class Diam. Type& Polarity Amps or Wire Feed Speed Volts Travel Speed joint Details 1-4 FCAW E71T-1 .045" DCEP 160 20 10IPM procedure Qualification Record (PQR) # KIW-FCA-5-1 Test Results TENSILE TEST Specimen No. Width Thickness Area Ultimate Tensile Load, LB Ultimate Unit Stress, si Character of Failure and Location N/A N/A N/A NIA N'A N A N A GUIDED BEND TEST Specimen No. TypeofBend F Result Remarks 1 Face Bend Acceptable 2 Root Bend Acceptable 3 Face Bend Acceptable 4 Root Bend Acceptable Visual Inspection Appearance Acceptable Undercut None Piping Porosity None Convexity None Test Date, 8/19115 Witnessed by William F. lackson Other Tests Radiographic -Ultrasonic Examination RT Report No. N/A Results N/A UT Report No. N/A Results _N/A - FILLET WELD TEST RESULTS Minimum Size Multiple Pass Maximum Size Single Pass Macroetch Macroetch 1. Acceptable 2 Acceptable Y 2.; 3. Acceptable. 3. All Weld Metal Tension Test Tensile Strength, psi _ Yield Point/Strength, psi Elongation in in,%_ Laboratory Test No. Welder's Name. Tony McMillan ClockNo.. Stamp No Tests conducted by ---__AIT inspection Laboratory Test. No. F52025 `z .,, a We, the undersigned, certify that the statements in this record are correct and thatthe test welds wereprepared, welded, and tested in accordancewith the requirements of ANSI/AWS D1.1 f 2010 )Structural Welding. Code. (Manufacturer or contractor) By — Title Date WELDING. PROCEDURE SPECIFICATION:(WPS) YES X PREQUALIFIED QUALIFIED BY TESTING X or PROCEDURE QUALIFICATION RECOREDS{PQR) YESX_ Company Name Keeler Iron Works Welding Process GMAW Supporting PQR No(s) KIW-GMA-5-1 JOINT DESIGN USED Type: Single X Double_ Backing: Yes No X Backing Material: N/A � Root Opening jg"_ Root Face Dimension N/A Groove Angle Radius(1-U) NIA Back gouging: Yes No . X BASE METALS Material Spec - Type or Grade N/A Thickness: Groove. Fillet S 1J 6" Diameter (pipe) N/A FILLER METALS AWS Specification A5.18 AWS Classification ER70S-6 SHIELDING Flux N/A Gas Argon/CO2 Composition 90/10% Flow Rate 35 CFH Gas Cup Size 3/. PREHEAT Preheat Temp.Min. 320F Inter -pass Temp Min. 32'F Max 500OF Identification# KIW-GMA-S Revision 0 Date8 19 By R.Keeler Authorized by R.Keeler Date 8/19/15 Type -Manual Semi -Automatic X— Machine Automatic POSITION Position of Grove: Fillet _ 1 F Vertical .Progression: Up Down ELECTRICAL. CHARACTERISTICS Transfer Mode (GMAW): Short -Circuiting— Globular _ Spray K Current:AC_DCEP X _.DCEN_Pulsed_ Other Tungsten Electrode (GTAW): Size N/A Type N/A TECHNIQUE Stringer or Weave Bead Stringer Multi -pass or single pass (per side) Multiple Number of Electrodes 1. Electrode Spacing: Longitudinal N/A Lateral N/A Angle N/A Contact Tube to work distance N/A Peening N/A Inter -pass Cleaning Brush POSTWELD HEAT TREATMENT Temp. N/A Time N/A. _ WELDING PROCEDURE FillerMetaLs Current Pass or _ Amps or Weld Type& Wire Travel Joint Details Layer (s) Process Class Diam, Polarity Feed Volts Speed Speed 1-4 GMAW ER70S-6 .045 DCEP 230 33 10IPM M Procedure Qualification Record (PQR) # KIW-GMA-5-1 Test Results TENSILE TEST Specimen Width Thickness Area Ultimate Ultimate Character of No. Tensile Load, Unit Stress, Failure and LB psi Location N/A N/A _ NIA NIA NIA N/A N/A GUIDED BEND TEST Specimen No. !Y2eofBend Result Remarks 1 Face Bend Acceptable 2 Root Bend Acceptable 3 Face Bend Acceptable- 4 Root Bend Acceptable Visual inspection Appearance Acce Undercut. .Non, Piping Porosity. Nnne Convexity_ None Test Date_ _ 8/19/15 Witnessedby William E.la Other Tests Radiographic- Ultrasonic Examination RT Report No. _ N/A Results N/A UT Report No.. N/A. Results N/A FILLET WELD TEST RESULTS. Minimum Size Multiple Pass Maximum Size Single. Pass Macroetch Macroetch I. Acceptable 2. A5_cepta�_ 1. 2. 3. Acceptable 3, All Weld Metal Tension Test Tensile Strength, psi _ N/A Yield.Point/Strength, psi N/A Elongation in 2 in., % N/A Laboratory Test No. _ N/A Welder's Name Charles Wilks Clock No. StampNo. Testsconducted by AITlnspecti`C Laboratory TeskNo. F52025 J o CACo-Qvl We, the undersigned, certify that the statements in this record are correctand that the test welds were prepared, welded, and tested in accordance with the requirements of ANSI/AWS D1.1 ( 2010 ) Structural Welding Code. Signed FA (Manufacturer or Contractor) ANNEX N AWS D1.11D1.1M:2008 WELDING PROCEDURE SPECIFICATION (WPS) Yes X PREQUALIFIED QUALIFIED. BY TESTING x or PROCEDURE QUALIFICATION RECORDS (PQR) Yes ❑Y Identification #. KiW-FCA-5 Revision g Date 821115 By R.Keeler Company Name Keelerlron Warm Authorized by R.Keeler Date Welding Processes) FCAW Type —Manual ❑ Semiautomatic ❑! Supporting PQR No.(s) KIW-FCA-5.1 Machine ❑ Automatic ❑ JOINT DESIGN USED Type: Single 0 Double Weld ❑ Backing: Yes❑ No Backing Material: Root Opening o-va in. Root Face Dimension 1r6' Groove Angle: Radius (J—U) N/A Back Gouging: Yes ❑tl No ❑ Method BASE METALS Material Spec.. ASTM A35 Type or Grade Thickness:. Groove Flle_t W15- Diameter (Pioel FILLER METALS AWS Specification A520 AWS Classification E91T-1 SHIELDING Electrode -Flux (Class)_ Gas co2 Composition 1007- FlowRate 40 CFH Gas Cup Size 314 PREHEAT Preheat Temp., Min. 32 deg F Interpass Temp., Min. Ma,. soodegF POSITION Position of Groove: Fillet: 1F Vertical Progression: Up❑ Down❑ ELECTRICAL CHARACTERISTICS Transfer Mode (GMAW) Short -Circuiting.❑. Globular❑ Spray❑ Current: AC ❑ DCEP X DCEN ❑ Pulsed ❑ Power Source: CC ❑ CV❑ Other Tungsten Electrode (GTAW) Size: WA Type: WA TECHNIQUE Stringer or Weave Bead: Stdmger Multi -pass or Single Pass (per side) Mulnpxss -- Number of Electrodes 1 Electrode Spacing Longitudinal NSA I efaral WA Angle NIA Contact Tube to Work Distance 112 Peening WA` Interpass Cleaning: POSTWELD HEAT TREATMENT Temp.. WELDING PROCEDURE Pass or Weld 'Filler Metals _ _ Current Travel Type & Amps or Wire Layer(s) Process Class Diam. Polarity Feed Speed Volts :Speed Joint Details Any FCAW E71T- .045 DCEP 160 20 101PM 1 Farm N-1 (Front) 348 ANNEX N Procedure Qualification Record (PQR) # leW-FCA=s-1 Test Results TENSILE TEST AWS D1.1/D1.1M;2008 Specimen No. Width Thickness Area Ultimate Tensile Load, lb Ultimate Unit Stress, psi Character of Failure and Location N/A N/A N/A N/A N/A N/A N/A GUIDED BEND TEST Specimen No: Type of Bend Result Remarks 1 BEND ACCEPTABLE 2 BEND ACCEPTABLE 3 BEND ACCEPTABLE 4 BEND ACCEPTABLE VISUAL INSPECTION Appearance Pmue Undercut None Piping porosity No — Convexity None Test date 6179115 Witnessed by WTfam. E. Jackson Other Tests Radiographic -ultrasonic examination: FIT report no.: _ Result UT report no:: Result FILLET WELD TEST RESULTS Minimum size multiple pass Maximum size single pass Macroetch Macroetch 1. A�Pteble 3 Acceptable 1. 3. - 2,. AMPPlable 2 All -weld -metal tension test Tensile strength, psi _ Yield pointistrength, psi _ Elongation in 2 in, % _ Laboratory test no. Welder's name Tony McMillen Clock no. Stamp Tests conducted by AlTlnspeetion " �i ^ g- J�c_(g,.� Laboratory Test number F52025 Per We, the undersigned, certify that the statements in thisrecord are correct and that the test welds were prepared, welded, and tested in conformance with the requirements of Clause 4 of AWS D1.1/D1.1 M, ( zo+o ) Structural Welding Code —Steel. (year) rorm w-t (rsacK) 352 Signed Manufacturer or Contractor By Title Date "Nondestructive Testing specialist" REPORT OF WELDER QUALIFICATION TEST Company: Reeler Iron Works, Inc. Welder's mime: Tyler Howell WeldingProcess(s): FCAW Position of groove: 3G Vertical Uphill (Flat, horizontal, overhead or vertical - if vertical, state whether upward or downward) In accordance with procedure specificationno; AWS 01.1-2010 Material specification: ASTMA36 Diameter and wall thickness (if pip) - otherwise, joint thickness: 3.. /811 Plate Thickness range this qualifies: 2T 'FILLER METAL INFORMATION Specification no.: E711-1A5.20 F Is backing strip used? Filler metal diameter and trade name: Flux for submerged arc or gas for gas metal arc or flux cored arc welding... CO211000/a RADIOGRAPHIC TEST RESULTS FILM IDENTIFICATION IRESULTS 3G Acceptable Test(s) were witnessed and tested by AIT, LLC. Lab No.: F51794 Per ---,9�� Date: 3/26/15 William E Jackson/CJK# 80113611 5101 Wilfong Road T Memphis, TN 38134 x Phone: 901-373-6992 • Fax: 901-373-5825 "Nondestructive Testieg Specialist^ REPORT OF WELDER QUALIFICATION TEST Company: Keeler Iron Works, Inc. Welder's name: Robert Harris WeldingProcess(s): FCAW Position of groove: 3G Vertical Uphill (Flat, horizontal, overhead or vertical - if vertical, state whether upward or downward) In accordance with procedure specification no.: AWS D1.1-2010 Material specification: - ASTMA36 Diameter and wall thickness (if pip) - otherwise, joint thickness: 3/8" Plate Thickness range this qualifies: 2T FILLER METAL INFORMATION Specification no.: E711-1 A5.20 - F Is backing strip used? Yes ' Filler metal diameter and trade name: .045 Hobart Flux for submerged arc or gas for gas metal arc or flux cored arc welding: CO21100% FILM IDENTIFICATION RESULTS 3G Acceptable Test(s) were witnessed and tested byAIT, LLC. Lab No.: F51794 OuAPer 9*0. ♦ t, Date: 3(26115 William E jackson�/Cjff# 80113611 5101 Wilfong Road * Memphis, TN 38134 * Phone: 901-373-6992 * Fax: 901-373-5825. - S "Nondestructive Testing 8peci.lisr REPORT OF WELDER QUALIFICATION TEST Company: Keeler iron Works. Inc. welders name:_ Thomas Brannon Welding Process(s): Position of groove: 3G Vertical Uphill (Flat, horizontal,overhead or vertical - if vertical, state whether upwardor downward). In accordance with procedure specification no.: AWSD1.1-2010 Material specification: _ _ _ ASTM A36 Diameter and wall thickness (if pip)'- otherwise, joint thickness: 318„ Plate Thickness range this "mma:1-ra-01. loll.._V 1\ Specification no.: --VIT-1A520 FNo.: Is backing strip used2 Filler metal diameter and trade name: .045 Hobart Flux for submerged arc or gas for gas metal arc or lux cored arc welding: CO21100% IM11(QMMW,IMd 43a*11*1111ht FILMDENTIFICATION 3G Acceptable Test(s) were witnessed and tested by AIT, LLC. Lab No.: F51794 Al Per ` Date: 3426,/15 William E Jackson/C 80113611 5.101 WIfong Road ' Memphis, TN 38134 * Phone: 901-373-6992 x Fax: 901-373-5825 "Nondestmetive Testing Specialist" REPORT OF WELDER QUALIFICATION TEST Company: Keeler Iron Works, Inc Welder'sname: Darryl Spencer Welding Process(s): FCAW Position of groove: 313 Vertical Uphill (Flat, horizontal, overhead or vertical - if vertical, state whether upward or downward) In accordance with procedure specification no.; AWSD1.1-2010 Material specification: ASTMA36 Diameter and wall thickness (if pip) -otherwise, joint thickness:... 318" Plate Thickness range this FILLER METAL INFORMATION Specification no.: - E71T-1 A5.20 - F Is backing strip used? Yes Filler metal diameter and trade name: .045 Hobart Fluxfor submerged arc or gas for gas metal arc or flux cored arc welding: CO21100 % RADIOGRAPHIC T- T RESULTS FILM IDENTIFICATION RESULTS 313 Acceptable Test(s) were witnessed and tested by AIT, LLC. Lab No.: F51794 Per �� Date: 3/26/15 William E jackson/CJ9# 80113611 5101 Witfong Road * Memphis; TN 38134 * Phone: 901-373-6992 * Fax: 901-373-5825 -' "-JfRV26-20f VtEO) 09r31— CT-Insae'ctsan-.__m,— M735825"_—__ ..-"-P. 004/004 — Company: TnC. tzldifcrsnaoie: - '- Ri11u'taow Il - .: wottTinj; i�roa�(s}:=.ECA� Position (Platho, upwar-dertlowhwnMl) Inaccordantewitirprueednruspecification no-. AWS'D'i.'( 3nniL ' • Materioi specification; - ASIjE ' hiameterandwaiitbickncs8(i itip)-othv^4Se,folnrthldMM; 11!]HtQ 'ChickneZ`rangc.this qualfiless- 11nUmitt d qR;4.4 UT aNI M 101110IM riv0 ,pcClilmtinu oo„, _AWS a.29 C201T-1-MMM FNas b Is bacicingsrrip used? Yes filler metal diameter and trade name: .. I -lux forsubmcrgcdare orga<rcir,8n: mead ardor Duxcomd arc welding: ?S/Z S,Amon/CQ2 Ift�p[ORAPHI :T'RYRfiC ItTG F101 IDENTIFICATION RESULTS 3G Te+LC%) Conducted by All'. LLC PCr Wiiaank E Iacksoe Date: �3421 /ld $101 Wilfon$ Road • Memphisl TN 38134. 0 Phonc: 901-373-6992 0 Fax; 901-373-5$25 b _ Cert#L16-380 ' Nmdesttnctive Testing Specialist^ REPORT OF WELDER QUALIFICATION TEST Company: Keeler Iron Works. Inc. Welder's name: Zack Belk" Welding Position of groove: 3G Vertical Uphill (Flat, horizontal, overhead or vertical - if vertical, state whether upward ondownward) in accordance with procedure specification no.: AWS D1.1-2004 Diameter and wall thickness (if pipe) -.otherwise, joint thickness: Thickness rangethis qualifies:. Unlimited ' FILLER METAL INFORMATION Specification no.: E711-9C/rd H8 F No.: 6 Is backing strip used? Filler metal diameter and trade name: .045 Hobart FabCo Excel -Arc Flux for submerged arc orgasforgas metal arc orflux cored arc welding'. CO2-100% .RADIOGRAPHIC TEST RESULTS FILM IDENTIFICATION RESULTS 313 Test(s) conducted William E jacl Acceptable Date: 10a3/17 510I Wilfong Road * Mcmpbis, TN 381'34 * Phone. 901-373-6992 * Fax: 901-373-5825 g4,A,, - lw Con pL16-380 -Nondmtmctiv Testing Specialist` REPORT OF WELDER QUALIFICATIONTEST Company: Keeler Iron Works. Inc. Welder's name: Andrea Jackson WeldingProcess(s]: FCAW Position of groove: 3G Vertical Uphill (Flat; horizontal, overhead or vertical- if vertical, state,whether upward or. downward) I n acco rdance with procedure specificatio n no.: AWSD1.1-2004 Material specification: Diameter and wall thickness (if pipe) - otherwise, f ointthiclmess: Thicknes's range this qualifies:-- Unlimited ' FILLER METAL INFORMATION Specification no.: E71T-9C/MH8 F Is tracking strip used? Filler metal diameter and trade name: .045'Hobart FabCo Excel Arc Flux for submerged arc or gas for gas metal arc or flux cored arc welding: CO2 - 100% RADIOGRAPHIC TEST RESULTS IDENTIFICATION,. RESULTS 3G . , ' Acceptable Test(s) conducted by-AIT, LLC Lab No.:. L7406 Per ` el, 9%jol—� Date: 10/23/17 William EJacks 510'1,Wilfong Road * Memphis, TN 38134 * Phone: 901-373-6992 * Fax: 901-373-5825 CertA16-380 "Noudestractiw Testing Specialist" REPORT OF WELDER QUALIFICATIONTEST Company: Keeler Iron Works. Inc. Welder's name: Erie ]ones WeldingProcess(s): FCAW Position of groove: 3G Vertical Uphill (Flat horizontal, overhead or vertical - if vertical, state.whether upward or-dnwnward) In accordance with procedure specification no.: AWS D1.1-2004 Material_ specification: Diameter and wall thickness (if pipe) - otherwise, joint thickness: Thickness range this qualifies: Unlimited' FILLER METAL INFORMATION Specification no.: E71T-9C/M.H8_.. _... F Is backing strip used? Yes Filler metal diameter and trade name: .045 Hobart FabCo Excel -Arc' ` Flux for submerged arc or gas for gas metal are or flux cored arc welding: CO2-100%.. _ RADIOGRAPHIC TEST RESULTS IDENTIFICATION, RESULTS 3G Acceptable Test(s) conducted by-AIT, LLC - Gab No.: L7406 7 Per '' Date: 10/23 /17 William E Jacks 5101 Wilfong Road * Memphis, TN 38134 * Phone: 901-373-6992 * Fax: 901-373-5825 r PJIA, cert#L16.38e "Nondestructive Testing.8pecislist^ ' REPORT OF WELDER QUALIFICATION TEST Company; Keeler Iron Works. Inc. Welder's name; . Darnell Nelson WeldingProcess(s): FCAW Position of groove: 3G Vertical Uphill (Flat, horizontal, overhead or vertical - if vertical, state whether upward or downward) In accorda \ewithprocedure specification no.: AWS D1.1-2004 11 Material specification: Diameterand wall thickness l(if pipe) --otherwise, jointoick ess: 1"Plate - Thickness range this. qualifies: Unlimited FILLER METAL INFORMATION Specification no..' E71T-9C/M:H8 F Is backing strip Filler metal diameter and trade name: .045 Hobart FabCo Excel -Arc Flux for submerged arc or gas for gas metal arc orfiuxcored arc welding: . COZ-100% __. _.. .. RADIOGRAPHIC TEST RESULTS FILM IDENTIFICATION RESULTS 3G ' Acceptable 4F, William E No.: L7406 Date: 10/23/17 5101 Wilfong Road * Memphis, TN38134 * Phone: 901-373-6992 * Fax; 901-373-5825 "Noodestiuctive Testing Specialist' REPORT OF WELDER QUALIFICATION TEST Company. Keeler Iron Works. Inc. _ Welder's name: Tony McMillan Welding Process(s) Position of groove; 317. (Flat, horizontal, overhead or vertical - if vertical, state whether upward:,or downward). In accordance with procedure specification no.: AWSD1.1-2010 Material specification: ASTMA36 Diameter and wail thickness (if pip) -otherwise, joint thickness: 5116" Plate Thickness range this FILLER METAL INFORMATION Specificationno.: E711-1 A5.20 FNo.: 6 Is backing strip used? Filler metal diameter and trade name: .045 Hobart Flux for submerged arc orgas. for gas metal arc orflux cored arc welding: - CO2/100% - - TEST RESULTS TEST TYPE RESULTS Macro Etch Acceptable Bends Acceptable Test(s) was witnessed and tested by AITi LLC Lab No.: F52025 Per ` � � Date: 8124/15 William ]SjacksQffCWI# 80113611 - 5I01 Wilfong Road * Memobis, TN 38134 * Phone: 901373-6992 * Fax: 901-373-5825 r m� 01A cert#L76-380 "Nmdesttnctivc Testing Specialise REPORT OF WELDER QUALIFICATION TEST Company: Keeler Iron Works, Inc. Welder's name:. Tony McMillan WeldingProcess(s): FCAW Position of groove: 3F (Flak horizontal, overhead or vertical- if vertical, state,whether upward or.dolvnward) In accordance with procedure specification no.: Canadian Welding Bureau W47.1 Material specification: ASTM A36 Diameter and wall thickness (if pip) - otherwise, joint thickness: 51167. plate Thickness range this qualifies: 2T FILLER METAL INFORMATION. Specification no.: E711-1 A5.20 . F:No.: 6 Is backing strip used? Filler metal diameter and trade. name: .045 Hobart_ Flux for submerged arc or gas for gas metal arc or Flux cored arc welding: CO21100% TEST RESULTS TEST TYPE RESULTS Macro Etch' Bends Acceptable Acceptable Test(s) was witnessed and tested by AIT, Per e% William No.: FSZUZS. Date: 8/24/15 5101 Wilfong Road * Mempbis, TN 38134 * Phone: 901 373-6992 * Fax: 901-373-5825 # y 4W .. Cert 41,16-380 "Nondcst ctive.Testins SpecialisF` REPORT OF WELDER QUALIFICATION TEST Company: Keeler Iron Works. Inc. Welder's name: Charles Wilks WeldingProcess(s): GMAW Positionofgroove: 1171 (Flat, horizontal,overhead or vertical if vertical, state whether upward or downward) In accordance with procedure specificationno• AWS D1.1-2010 Materialspecificatiom ASTMA36 11 _. Diameter and wall thickness (if pip) — otherwise, joint thickness: 5116" Plate Thickness range. this qualifies: FILLER METAL INFORMATION Specification no.i E11705-6 A5.18 , F Is backing strip "used? Filler metal diameter and trade name: A45. HObart Flux for submerged arc or gas for gas metal arc orlluxcored arc welding:, Ar/CO2.-90/100/n- TEST RESULTS. TEST TYPE ,) was witnossed and tested byAIT, LLC. William lac n/CWI# 80113611 Acceptable No;: F52025 Date:. 8/24/15 ' 5101 Wilfong Road * Memphis, TN 38134 * Phone: 901-373-6992 * Fax: 901-373-5825 YJY.A" • - - cent#L16.380 "Noa&shuctive Testing Specialise REPORT OF WELDER QUALIFICATION TEST Company: Keeler Iron Works, Inc. Welder's name: Charles Wilks Welding Process(s):. GMAW Position of groove: -1F (Flat, horizontal, overhead or vertical -;if vertical,state whether upward or downward) In accordance with procedure: specification no.:. _ Canadian Welding Bureau W47.1 Material specification: ASTM A36 .. Diameter and wall thickness (if pip) - otherwise,. jointihicktiess; 5116" Plate Thickness range this qualifies:. 2T ` 91LLER METALINFORMATION. Specification no.;' o. ER70S-6 A5.18 - F Is backing strip used? Filler metal diameter and trade name; ,045, Hobart . Flux for submerged arc or gas for gas metal arc or. flux cored arc welding:: Ai../CO2 - 90/10% TEST RESULTS TEST TYPE RESULTS Macro Etch Acceptable BeDds Acceptable Test(s) was witnessed and tested byAIT, LLC Lab No : F52025 Per A '.` - a^` " Date: 8/24/15 William E Jac /CWB# 4415 5101 Wilfong Road * Mempais; TN 38134 * Phone: 901=373-6992 * Fax: 901-373-5825 L • 1061639 RECT AUG 16 1990 lb",TIC® Melling Addreaa: 2005 N.W. 57th SL METgOCOM Ocala, Florida 32575 tedal351-23Rs RECEIVED M .at SIGN LOCATION LEASE MAY 17 2018 Date: November Ol, 198 Structure Number: FL 22F;D T Box '1477 Name Tfrrtnct RTatt Address Boynton. FL 33435 Social Security/Federal ID Number 160-14-6632 Phone a/c ( 407) 968-4 owner of the herefnaftef daoalbe0 reel as,.,., reason, hereby leasaS to WhIIeOO MQuacore, I1.035m) cl Florida One_sltae) of approplmntelY SpYare feel BaCf, More PMkularly described and diagrammed herein. for the exclusive purpere of Seating• placing and malntaininp_.OIIe—ouldecusoyenlsinp sign etrucmrals), eachapprostmamly 48 feet long on Laseers property llabeled adjacent to Highway B$ 1 in TownehiP—St..lucie Coanty.slaleol Florida with mafollowing lapel aeabrlption:--W-S_US—Ia_J1LSL_S/o_lndian_RiA.er_Countj!. NNIn I —IL R' I Lllltn — t JI vnpVnl e-+ 17)f7 —Q mrapedoaonenng)yeonalatemalSt_r )_ par, yea, payable i(t mmng on the dale the sign Mructurela) U fare) erected. _ 1M Lease, Suit not cause not permit any aoeenump sign structure Oliver Irian Lessee s 10 oe erosion Or placed On me above OesttlOeg Sir") of on my last estate Owned Of Comfort" by Lesser nor cause nor permit Lessees sign strunurels) to be or become obscured from the hVhway. II le.,,,ad IMI BII slfuetine.. edlnpmenl. materials Ono Ilmines places own the sitels) slot] ramsin the properly of Lessee and Lessee IS granted a reasonable lime to t8moB81he sloe slructunalsl after this termination Of Ihb agreement. It is further agreed that Los.. shall be entitled lO M appOniDBTOni On the SBSIB 011M value Of its IBasehold Interest OI any awards or COMDepsalion received In Corm nctlOn with My legal aGion, Proceeding or Compromise selllemMf made pursuant ]carry governmental agency requirement lot the removal of the Sign alrYC- WWII Lessor %Moms that he M the Ownef Of Iheaulneln00agent of the Owner of the SAMS) and that he has lull autportly to enter Into inls agreemMl. Lessor warrants Thai it Lessee Shall pay the feel provided 101 heroin. Lessee shall and may peaceably one quiet lr have. hold and entoy he use of the sneno for Ine Item of this agreement. This Loaee SMII net obligate Lessee in any why until II is aceepled and signee by pit evepdrv! Officer of Lessee it no paecu We ofile. At Lessee e1 or the General Manager of lee regional Ofte of Lessee wnicn will be feSpenyble for eeeCYling Lessees Dulles under Inis agreement. Is is YndelBlOOa [list thin a0,eaman•..0,PWItutes the Mline.,..am Intl Y040I51O.ding betr Iween the parties and supersedes all prior representations. Md8rS18Mi0gs and apfeeme tis totaling to lne vie[S). The agreement may Mt De modified except in writing signed by Lessor anOaOOxeculiva office, OI Lessee or Ine General Manager011he regional Oltmeol Lessee which will lie responsible f0lemoculing LOS5ee S dupes under this a2teem0nl. Lease: gran to Lessee In! Imhl t0 renew thmagreamem for Iwo 121 additional llnllm yea? leans under lneaame forms tied conditions a5 appeal nereln Unless Lebsm inQuiral, in w,nitm. to Leases no IS.B than silly 160) days crib, I* the end of the original term or any renewal term Denser as to Lessee S hneM and Lesson eonf i ms to Lesser In wriling within thirty IN) days of lm Iecelpl'of U.Se suna."Y 1halnon tact. does not Intend in exercise the Option to anew IMSagfeemenf Neither Lessor nor Lessee Shall On bound by any agreement or repteSMlal ten. expressed or implied, not contained helarn. Inis agreement shall be binding Ypon the hers, per. sonal representatives, successors and assigns lot the parties hotels and Lessor agates to notify Lessen of any Change Of ownt Sn?p Oi the feel estate Or of Lesser s mailing address within tn)ny IM)days Ol such change. Leant.6nowbdges,eceipt of Lasuir s check number in the amount at 5 representing the first month's rental payment and opt inn on the Shots) dedcribed in Mis agreement. LOCATION DESCRiniomFdR bFFICE Oe1Ly SF0 Eau VTYPE❑ SBS❑ FACINGTRAFFIC: N S E 'W _ SIDEHWY: -N S E W V-11.1.6114 ❑SIL 0DIL CREW CHIEF • •DATEINSTALLED HALL SETBACK ACCEPTANCE: LESSEE SHALL NOT BE OBLIGATED BY THIS LEASE UNTIL SIGNED BY AN EXECUTIVE OFFICER AT LESSEE'S EXECUTIVE V hrluts UK sT A ceNGNAL MANAUlaR AT LbSJErs Htutu NAL UFrlue. WHITECO METROCOM, The parties acknowledge and agree that they have read and are DIVISIONOF TRIES, ING bound bytheadditional terms and conditions contained in and on the reverse sideof this agreement. y]J� LESSOR /� ACC TFf]� 1 CS / NAME �lul, 2n i. MGM TITLE C✓ v.1L DATE Z2i EXECUTIVE OFFICER OR GEN. MANAGER F.rnasr Rlatt This Instrument waspreparedand NAME LEASED BY _Sef£rey__R_—Andres Sox 1477— 7^ ADDRESS q DATE 11101189 02 ono _Abt_InriA _Boynton. FL 33435 DU�j Ogt100 DISTRIBUTION; WHITE COPY —Regional OUice GREEN COPY —Claw Chief fELLOW COPY —Home Office PINK COPY — Lesson GOLDCOPY—LOUolicoa ADDITIONAL TERMS AND CONDITIONS Lem, coheenla and a.m. to lame In. light of lnprus end aprasa to and Irom me Slist.); the /Ight 10 Walldd b aelebaeh glecldcal WW W IO life aire(S) and place Inoldental equipment Ihmsom: the right to sublet the slteeaof Stan alfuclurathe or to assign this Wimment: and Ise dam to releeaie Um sign ammium(a) m lewlal elte(s) reels* eq to ussee an leames Mulroney It the malnlemnaeof Alan llipmurela)en the Bitola) described hemin is oresuib9d by federal. elate Or fear statute, ordban. m rap uietlon. It Is understanding of the WIGS that visibility of Iha Ilan simCturo(s) to the tnmling public le of Me naeneo el this agreement and forma a Significant element of consideration, Leacon grants and consents to Lessee ale right to reasonably local* We plan slruceure(s)an the SIGN 10 acemho optimum VIWWIry ro the barelleg public Leseca award In lessee Sod Ire Authortand agents, life right of IngISSS And *areas to and from the *ga(e) me, property owned or Soo trolled by Lessor rural] purposesreamne0ly necessary fprthe proper erecting, placing, main• miningand ramming of Ibeaiae aWolussial Including but not Italian! to the Illmming, cutting or"*vhlg ofpence, thaw% Simon, or Bay vegewtlon or me meta flp of abstmetfona of any kind which limit the vmmBlly of this Sign struclunds) to the traveling publlo. In the Sense that jai L*asae Is unable to aware or maintain a hequiwd permit Or license Isom any, Appropriate omalnm ental Authority, (W Metals), stale or local statute. bdlsame, regulation of other governmental call" area preclule of marmlaay limit Me use of the 3116(s) for ad. mrlming purposes. lc)Me visibility of the sign adueturefe)w the Invnling oublle Is discounted or obscoroc (d) the asrMming value of the sign Structure(s) Is Impelled at dimmlahed, (a) Leases le unable to mum of malntaln a Suitable Advertising contract for I" alga slreclurele) fora period oI newly consaculhe day. or mote. or (1) If there occurs a daact of IMUM Tram or a change In the direction of tralllc peal Ise sign suuclure(s), Lasses Shell or lie opilm have the right m terminate this agmentent upon fifteen (15) days notice In writing to Leasor- ad Leabf Nall rG nd le Lomas any I ner payment Wirt In advance fix. cos lemake0e/ of the un- exprredlemr. STATE OF _ \O �dc In the event that (a) U39WS sign slructureW shall be or became wholly or partially Oemroy- ed, Or default or termination by an advertiser results In nonpsymeal of lees to lessee. Mis agreement small remain In lair some awe elloct. excess teal the formal area hefeormar Nall b Moubso Oy eighty per cent (e0%). Wmen the sign snucmre(el Is lore) missiles, Such default is erred, of a new advenber is secured. the hamlet due hereunder shag off resswellares at the full rare sat lonn herein commencing with the date Ina sign stmelure(s) Is (are) returned to eervme. It Is aeknowlidgad by the Wife thatiihe payments required hereunder us predicated on monthly rates. In the evenl Ina pinisbne of IN preceding paragraph become Doewtire, or the IBM Of The agreement commences on Some day other than the first play of a month, all payments Much" hereundm Shari W prorated WSW upon a thirty 00) " month. Pay. mime Shelf the deemed received by Lessor upon daposil by Lasses at a United Sates Past Office. Lemea agrees to save Lesser harmless from claims ordemandson Account of bodily injury orphysical molrenydamapecaused byes resulting lrom the negligent or witifelacw of Lessee In Sheeting, maintaining or ramming the sign structures) an W from the SIINaI and agree$ to carry, at its own cast We expense, enforcer. public Sammy insumnee covering any Such Can. RngmGen ao long as this agreement remains in effect. Lester agrees to says Leases holm lees Irom claims or demands on Account of Wily Injury Or physical properly damage causes by or resulting from the negligent or wlllalaels of Lasseter Its agents. In The mnl Lev.$ Mlle 10 Peffrem Under Ins terms 01 this allMOMOnt. LOasal Mail prmide written notice 10 Laves of such (allure and Lessee may core such failure within ninety (9M days from Me, defeat Such written notice. Denied say farewell term. Lesson rseems the dam to Iermmala this agreement upon thirty f3O) days written ndlmedo Lessor. M.me cue of any such termination by Lessee during uN renewal form of this agreement, LOSSM Bargee to refund any prepoid amounts on a pro, rated bass. COUNTY OF �ff&A vri elift The foregoing instrument was acknowledged before me this M—i4ci y day of 198al by CVWfia[ F. KU4Z -01 klJK_ tits_ Commission Expires -- _ ay Paw sick M"W*�1 NOTARY PUBLIC I - �!Y{AdLFeeS I St. Luele_Clunty I ' Tax sly t ail S I 1 Potill_S. I I of Circuit-Ctmrt By I�110 616 3 9 IFIL D NQ R �Er. r— j I METROCOM 1 — 71 -,1 UIMIDNDr WaITMDIWMTRIEa. mC DOUGL-tyS 0IX0,1i --i$T.ILUCIE COUNT' • F i I j 2065 N.W. 5"H STREET I I --- -- :+ - OCALA. FLORIDAr32675 1 — 1 BOOK 703 FAA005 Page 2 of 3 �,message: :I Permit 9:0 Confirmation AN # New Units: O # New Floors: Q # New Buildings: O # New Bedrooms: = # New Bathrooms: Q tenor Type: F-j NOC Required: + NOC Received Daw:O NOC Expire Dater Cert CAP Required: Setbacks: Front 0 Back: E= Left Side: 0 Right Side: 0 MASTER BEDROOM - REMOVE AD REPLACE FLOORING, INSTALL BASEBOARD, INSTALL NEW VANITIES, REMOVE AND REPLACE RUB. (NO ELECTRIC OR PLUMBING BEING MOVED). Description: Ij Certification TYPe Proposed Business Namea Proposed Use: t hosed Business Address: Shopping Center Name: SIC_Code:I Alcohol License Type: Office Sq Ft Add Condition of Date Date To I Conditional of Approval D. Created By Comply No data to display rntinn. Certificate Date Created last Changed By I Dam last Date Lad Number ofBanners: 0 Pool Dimensions (in feet) Length 0 1 Number of Days (PwI AI nx i am 10 rm[ Width:0 •l Display Period Start Date: O rmmo.a,nasapa uaa:7 Height above ground:0 I End Date: 0 Fence: Fence Permit Number.0 ------------------------ http://code/(S(kvOnoao5v302i4eziswi0hje))/A dd_EditPermit.aspx 7/5/2019 SCANNED BY St. Lucie County DAKTRONICS DIGITAL BILLBOARD CABINET 10'6x36' FOR: Daktronics, Inc. of Brookings, South Dakota 6/11/2018 Cornerstone Engineering, Inc. 1020 William Blount Drive CO, Maryville, TN 37801 Blount FILE 865-273-2688 PROJ NO, 180363 DWG NO. D6526 PIPELINE NO. PL656935 Overall Cabinet Size: 11'-0" x 35'-11 3/16" GPS: 27.557178,-80.369505 - Fort Pierce, Florida P.;A,, O py THESE CALCULATIONS SHALL ONLY BE SUBMITTED ALONG WITH THE CE DWG PM No. 75105 41 STATEIF 10NA��E����� �� C���i°%'e/ DAKTRONICS DIGITAL BILLBOARD CABINET 6/1112018 PG 1 FOR: Daktronics, Inc. of Brookings, South Dakota Overall Cabinet Size: 11'-0" x 35-11 3116" PROJ NO. 180363 Cornerstone Engineering, Inc. PLEASE REFER TO THE DWG NO. D6526 1020 Wiliam Blount Drive DESIGN DRAWINGS IN Maryville, TN 37801 CONJUNCTION WITH CALCS 865-273-2688 1 TOTAL SECTION THE FLORIDA BUILDING CODE 6TH EDITION 2017 ALUMINUM DESIGN AS PER ALUMINUM DESIGN MANUAL, 2010 ED DESIGN OF CABINET FRAMEWORK SHOWN IN ATTACHED RISA 3-D OUTPUT LOADS FOR RISA INPUT CABINET LENGTH = 35.433 FT CABINET HEIGHT = 10.5 FT DEAD LOAD: CABINET WEIGHT (AS PER DAK) 3750 LBS FRAME ONLY WEIGHT 798 LBS DISPLAY WEIGHT DISTRIBUTED LOAD 41.66 LBS/FT WIND LOAD: Pz= 0.00256' Kz' Kd' G ` V^2 Ir'Cd"ADJ= 179.0 PSF Kz (@ 100 it) = 1.26 Kd = 0.85 G = 0.85 V= 160 mph Ir = 1.00 Cd = 1.80 ADJ = 1.67 RISA LOAD CASES: Ll DEAD 40.6`WIND Allowable loads and stresses vary by component and are listed below. MEMBER ADEQUACY CHECKS: ALL CABINET MEMBERS ARE ALUM C8 CROSSBRACE NON WELDED HEX-014 5052-H32 Lb = 47.244 IN ry= 0.441 IN Lb/ry= 107 Fb =14.6 - (.072'(Lb/ry)) <S2 = 6.89 ksi controls Flange Loral - bit =16.7>S2, Fb = 7.86 ksi Web Loral - b/t = 85.16<S2 Fb = 13.22 ksi Worst Case from RISA D+ W controls fb= 3.68 Es! ok END CONNECTION CHECK RIVETS - SEE ATTACHED SPECIFICATIONS 3/16" DIAM GESIPA BLIND RIVET: MEGA -GRIP STRUCTURAL BLIND RIVET, 2 RIVETS PER CONNECTION axiallshear from RISA D+ W controls V+A= 0.411 kips Vr=(V+A)/Nr 0.14 kips ok Nr= number of rivets per connection 3 Vail= 1.60 kips DAKTRONICS DIGITAL BILLBOARD CABINET 6/11/2018 PG 2 C8 X 2.125 INTERNAL VERTICAL NON WELDED HEX-015B 5052-1132 FRONT FLANGE BRACED, REAR FLANGE BRACED END TABS RIVETED, ENDS PINNED, SHEAR ONLY FOR RIVETS Flange Local - b/t = 7<Sl. Fb= 12.70 ksi controls Web Local-b/t=62<S2 Fb= 16.16 ksi Worst Case from RISA D + W controls to = 11.93 ksi ok END CONNECTION CHECK RIVETS - SEE ATTACHED SPECIFICATIONS 3116" DIAM GESIPA BLIND RIVET: MEGA -GRIP STRUCTURAL BLIND RIVET, 3 RIVETS PER CONNECTION axial/shear from RISA D + W controls V+A= 1.638 kips Vr=(V+A)/Nr 0.61 kips ok Nr= number of rivets per connection 3 Val] = 1.60 kips CUSTOM EXTRUSION PERIMETER NON WELDED HEX-562 6061-T6 FRONT FLANGE BRACED, REAR FLANGE BRACED Flange Local -d/t( b/d)^.5 for tab =4.7<13 Fb = 21 ksi Web Local - h/t = 42.7 <48 Fb= 28 ksi controls Worst Case from RISA D+ W controls fb = 11.64 ksi ok RIVETS-SEEATTACHED SPECIFICATIONS 3116" DIAM GESIPA BLIND RIVET: MEGA -GRIP STRUCTURAL BLIND RIVET, 30 RIVETS PER CONNECTION shear/axial from RISA D + W controls V = 0.937 kips A= 0.032 kips V=(V+A)/Nr= 0.12 kips ok Nr = number of rivets per leg = 15 Vall = 1.60 kips REAR ATTACHMENT TO VERTICAL SUPPORTS -AT BASE BENDING IN CONNECTION Yon from RISA D + W controls Yon = 0.59 kips M=2•Yan'4= 4.72 in-k S=(1/6)'b't"2= 1.51 in-3 b= thickness of connection = 0.500 in t = Width of connection = 4.25 in fb=M/S= 3.14 ksi ok Fb=0.66. Fy= 23.76 ksi BOLT TO EXISTING VERT SUPPORT -TWO 5/8" DIAMETER BOLTS PER CONNECTION T = M / (2.26 -2) = 1.05 kips At = tensile area of boll = 0.226 in-2 ft=T/At= 4.64 ksi ok Ft= 44 ksi REAR ATTACHMENT TO CABINET - (ROCKER -CLAMP) TENSION IN CONNECTION Zan from RISA D + W controls Ultimate Capacity as per Daktronics = 27.50 kips Zan = 5.71 kips ok FS = Ultimate Capacity / Zan = 4.81 5/8" DIAM A325 BOLTS, 2 PER CONNECTION T = Zan / n = 2.86 kips n = number of bolts per connection 2 At = tensile area of bolt 0.226 W2 ft=T/At= 12.64 ksi ok Ft = 44 ksi Cornerstone Engineering, James 180363 10'6x36' Digital Billboard SK-1 June 11, 2018 at 2:34 PM DB-6400-10'6x36' Digital Billboard Company Cornerstone June 11, '' 1 RISA ob Nn Number 80363K rig Engineering, Inc. ChecPM k d By: aneecscxexconmaar Model Name 10'6x36' Digital Billboard (Global) Model Settings Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation? Yes Increase Nailing' Capacity for Wind? Yes Include Warping? Yes Trans Load Btwn Intersecting Wood Wall? Yes Area Load Mesh inA2 1 Merge Tolerance in A2 P-Delta Analysis Tolerance 0.50% Include P-Delta for Walls? Yes Automatically Iterate Stiffness for Walls? Yes Max Iterations for Wall Stiffness 3 Gravity Acceleration in/seCA2 386.4 Wall Mesh Size • in 12 Ei ensolution Convey ence Tol. 1.E- 4 Vertical Axis Y Global Member Orientation Plane xZ Static Solver1 Standard Sk line Dynamic Solver I Accelerated Solver Hot Rolled Steel Code AISC 13th 360-05 : ASD Admust Stiffness? Yes Iterative RISAConnection Code AISC 13th 360-05 : ASD Cold Formed Steel Code AISI'S100-12 ASD Wood Code AWC NDS-12: ASD Wood Temperature , ' < 100E Concrete Code ACI 318-11 MasonrV Code ACI 530-11: ASD Aluminum Code AAADMI-10: ASD - Building AISC 14th(360-10): ASD Number of Shear Regions 4 RegionSpacing Increment in 4_ Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections? Yes Use Cracked Sections Slab? Yes Bad Framing Warnings? No Unused Force Warnings? Yes Min 1 Bar_Diam. Spacing? No Concrete Reber Set REBAR SET ASTMA615 Min % Steel for Column 1 Max % Steel for Column 8 RISA-3D Version 16.0.3[PA ... \... \... \... NDB-6400-10'6x36' Digital Billboard 160mph.r3d] Page 2 Company Cornerstone Engineering, Inc. June 11, 2018 111R15A b Nu Number 180363Kmg Check d By: ANEAIETSCMEKO M MY Model Name 10'6x36' Digital Billboard (Globag Model Settings, Continued Seismic Code ASCE 7-10 Seismic Base Elevation in Not Entered Add Base Weight? No CtX .035 Ct Z .035 TX sec Not Entered T Z sec Not Entered R X _ - 8.5 R Z 8.5 Ct Exp. X .75 Ct Exp. Z .75 SD1 1 SIDS 1 S1 1 TL sec Not Entered Risk Cat I or II Drift Cat Other mZ 1_. mX 1 dZ 1 . dX 1 Rho z - r _ Rho X 1 Hot Rolled Steel Properties Label F rksil G rksil Nu Therm AI F__npnsitvrk/ft_ Vieldrksil Rv Furksil Rt 1 A36 Gr.36 29000 1 11154 .3 .65 .49 1 36 1 1.5 58 1.2 2. A572Gr:50 29000_1 11154 _ .3 .65 .49_.. 50 1.1 58 1.2 3 A992 29000 11154 .3 .65 .49 50 1.1 58 1.2 4 A500 Gr.42 29000 11154 .3. .65 .49 ___ _ 42 1.3 58 1.1 5 A500 Gr.46 29000 11154 .3 .65 .49 46 1.2_ 58 1.1 6 Aluminum 10100 3876 .3 .65 .49 8 1.2 58 1.1 General Material Properties I ahel F rksil r- rksil Nu Therm MFS Fl neneiivr4/R�'ll 1 gen Conc3NW 3155 1372 .15 .6 .145 2 gen Conc4NW 3644 1584 .15 .6 .145 3 en_ Conc3LW 2085 906 .15 .6 .11 4 en C6nc4LW - 2408 1047- .15 6 .11 5 gen Alum 10600 4077 .3 1.29 .173 6 gen Steel 29000 11154 .3 .65 _ .49 7 RIGID 1e+7 0 0 0 Hot Rolled Steel Section Sets Label Shape T e Desi n List Material Design Rules A in2 I in4 Izz in4 J in4 1 Lateral Brad.. Sx1.65 Beam Channel Aluminum T ical 1.001 .195 8.232 .003 General Section Sets RISA-3D Version 16.0.3[PA ... \... \... \... \DB-6400-10'6x36' Digital Billboard 160mph.r3d] Page 3 Company Cornerstone Engineering, Inc. June 11, 11 2:35 PM IRISA b Number : 80363Kmg Checked By:B nnen,_Rsonerccanwury Model Name 10'6x36' Digital Billboard Label X linI Y rinl Z rinl TemD 1FI Detach From Dia ... 1 N1 0 0 0 0 2 - '_ . ' 1\12' '' 0 125:984 0 0 . 3 N3 346.356 0 0 0 4 N4 ,346.356 125984 0 0 5 N5 0 47.51 0 0 6 N6 346:356 _ 47.51 7 N7 47.194 0 0 0 8 N8 -47.194 - 125984 .0 '0 9 N9 47.194 47.51 0 0 10' _ N28 138.19 0'. 0 11 N29 138.19 125.984 0 0 12• N36A 54 0 �„ 0 13 N37A 54 125.984 0 0 '14 N19 94.438 0'_ . _.. _ 0 0 _ 15 N20 94.438 125.984 0 0 16 N21 _ 94.438 47.51 0 '- 0` , 17 N23 141,682 0 0 0 18- "N24 141.682' 125.984.. 0 0 19 N25 141.682 47,51 0 0 '20 `N27 488.926- 0 - _ 0 0 21 N28A 188.926 125.984 0 0 22 N29A 188.926 4T51 7 0.. 0. 23 N31 236.17 0 0 0 24 . N32 ." 236.17 125:984 0 `° 01 25 N33 236.17 47.51 0 0 26 :: N35 ° ° -267.666 0 0 0 27 N36 267.666 125.984 0 0 28 N37 267.666 47.51 0 0 29 N39 299.162 0 0 0 30 N40 _'299.162 125.984 0 0 31 N41 299.162 47.51 0 0 32 N32A 168 0 0 °,0= _ 33 N33A 168 125.984 0 0 34 N34 282 0_. 0 "Q 35 N35A 282 125.984 0 0 36 N36B 292.31 0' 0 0 37 N37B 292.356 125.984 0 0 Joint Boundary Conditions WM I K.T Y nt iN V rLr—1 7 rwinl Y D.d rL pb..dl V D-. rL "l—Al 7 D.J rL G/...dl 1 N29 Reaction 2 _ N28 Reaction 3 N36A Reaction Reaction Reaction 4 N37A..-. 'Reaction_' :Reaction Reaction. - - 5 N32A Reaction Reaction Reaction 6 N33A Reaction .. Reaction Reaction 7 N34 Reaction Reaction Reaction 8 N35A Reaction Reaction Reaction 9 N36B Reaction Reaction Reaction 10 _ _ ,. -N37B _ Reaction' Reaction Reaction " RISA-3D Version 16.0.3[PA ... \... \... \... \DB-6400-10'6x36' Digital Billboard 160mph.r3d] Page 4 Company Cornerstone June 11, I11R'SA JDesner James ob Nu Number 180363 K King Engineering, Inc. 2:35 PM Checked By:B ANuwst KC mpP Model Name 10'6x36' Digital Billboard Member Primary Data Label I Joint J Joint K Joint Rotaterdeol Section/Shane Tyne Desien List Material Decinn Rules 1 1 M1 N1 N2 90 Perimeter Beam None gen_Alum I DR1 1 2 - M2 N2 N4 90 Perimeter Beam. None gen_Alum DR1 1 3 M3 N3 N4 90 Perimeter Beam None gen_Alum DR1 1 4 M4 N1 N3 9 Perimeter 'Beam None en Alum D 1 ':1 , 5 M5 N7 NB g0 Vertical with S... Beam None gen Alum DR1 3 6 mu- _ N5 _N9 270 _ Lateral Bracing ;Beam Channel = Aluminum _ T ical 7 M7 N19 N20 g0 Vertical with S... Beam None gen_Alum DR1 3 8_ M8 N9 N21 270 Lateral Bracing Beam Channel Aluminum Typical _ 9 M9 N23 N24 g0 Vertical with S... Beam None gen Alum DR1 3 10 M10 N21 I N25 270 - Lateral Bracing Beam I Channel Aluminum TVDical_ 11 M11 N27 N28A g0 Vertical withS... Beam None gen_Alum DR1 3 12 M12A N25 N29A 270 ` Lateral Bracing Beam Channel Aluminum TV.DiCal 13 M13 N31 N32 90 Vertical with S... Beam None gen Alum DR1 3 14 M14 N29A N33 270 Lateral Bracing Beam Channel Aluminum TVDiCal 15 M15 N35 N36 g0 Vertical withS... Beam None gen_Alum DR1 3 16' M16 _ N33 - . N37 270 "' Lateral Bracing Beam Channel Aluminum Typical 17 M17 N39 N40 90 VerticalwithS... Beam None gen_Alum DR1 3 18' M18- _- N37 _.N41 270_. Lateral 'Beam Channel Aluminum T icai-_ 19 M19 N41 N6 I Lateral Bracing Beam I Channel lAluminuml Typical Member Distributed Loads (BLC 2 : displays) Member Distributed Loads (BLC 3: Wind Load) Member Label Direction Start Maanituderk/R_.- End Maanituderk/t1.F_. Start 1 orationrin.^/1 Fnd I nratinnrin -Al 1 M2 Z -.021 -.021 0 0 2 M1 Z -.021 -.021 0 0 3 1 M4 Z -.021 -.021 0 0 4 `M3 Z' -.021 -.021 0 0 Member Area Loads (BLC 3: Wind Load) Joint A Joint B Join C Join D Direction Distribution Ma nitude ks 1 N2 N1 N3 N4 ZI TwoWay -.179 Basic Load Cases BLC Descrietion Cateom X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me. Surface( — Load Combinations RISA-3D Version 16.0.3[P:\... \... \... \... \DB-6400-10'6x36' Digital Billboard 160mph.r3d] Page 5 Company Cornerstone June 11, I' 1 R'SA obsner James Nu Number : 80363K ng Engineering, Inc. ChecPM k d By: aKEmETsc EKconwn&rr Model Name 10'6x36' Digital Billboard Load Combination Design RISA-3D Version 16.0.3[PA ... \...\...\... \DB-6400-10'6x36' Digital Billboard 160mph.r3d] Page 6 Company Cornerstone June 11. I' 1 RISA JDesner James ob Nu Number 80363K King Engineering, Inc. 2:36 PM Checked By:B ANRIEM0 EKCQWP Model Name 10'6x36' Digital Billboard Joint Reactions (By Combination) IC Wn fI.F.l YM Yn,1 7ni MY n,w KIIV n, ai RA7 n, 41 1 2 N29 0 0 0 0 0 0 2 2' N28 0 0 0 0 0 0 3 2 N36A 0 .541 5.686 0 0 0 4 2 _ N37A 0 .54 5.713 0 0 0 5 2 N32A 0 .47 5.094 0 0 0 6 . 2 N33A _ 0 _ .469 _ 5.12 . 0 0 A_ - 7 2 N34 0 -.024 .384 0 0 0 8 -' 2 N35A -. 0- -.024 .392 . 0 0 0 9 2 N366 0 .59 5,557 0 0 0 10 _ 2 N37B 0 .589 5.579 0 0 0 11 1 2 1 Totals: 0 1 3.151 33.525 12 1 2 1 COG (in)7 I X: 173.736 1 Y: 62.509 1 Z: 0 Member Section Stresses I r Rfi--k-I -k-1 C-- nv:..IrLen- -. e6....dL..a . -.--I:- .. 6-. o.... d:.. - --I;- - 1 2 M1 1 .007 .217 0 0 0 0 0 2 2 - _ .004 .136 _ 0 2.493 _ -3.297 0 -0 3 3 0 -.005 0 3.369 -4.455 0 0 4 4 004 _ _. -931 0 _ 2.489 -3.291 0_ 0 5 5 -.007 -.217 0 0 0 0 0 6 2 M2 1 0 -.217' 007 0 0 0 0 7 2 0 .456 -.032 -.504 .666 .188 -.354 8 3 0 :6 -.051 -3 275 _ 4.33 .694 -1.307 9 4 0 -.319 1 .034 .091 -.121 -.043 1 .081 10 5. 0 .217 -.007 _ 0 .. 0 0 - 0 11 2 M3 1 .007 .217 0 0 0 0 0 12 2 :004 .136 0 2.493 -3.297 0 0 13 3 0 -.005 0 3.369 -4.455 0 0 14 4 -.004 -.131 0 _ 2.489 -3.291 0 0 15 5 -.007 -.217 0 0 0 0 0 16 2 M4 1 0 -.217 .007 0 0 0 0 17 2 0 .454 -.032 -.504 .667 .188 -.354 18 3 0 .598 -.051 -3.258 4.307 .695 -1.308 19 4 0 -.318 .034 .09 -.119 -.043 .081 20 5 0 .217 -.007 0 0 0_ 0 21 2 M5 1 .01 .819 0 0 0 0 0 22 2 .006 .521 0 8.25 -8.811 0-. 0 23 3 -.003 -.021 0 11.159 -11.917 0 0 24 4 -.006 -.501 0 8.235 -8.795 0 - 0 25 5 -.009 -.82 0 0 0 0 0 26 2 M12 1 0 -.561 .023 0 0 0- 0 27 2 0 -.427 .011 -2.139 2.139 1 .418 -.084 28 3 0 0. 0 -3.119 3.119 .557 -.112 29 4 0 .427 -.011 -2.139 2.139 .418 -.084 30 5 0 .561 -.023 0 0 0 0 31 2 M7 1 .009 .819 0 0 0 0 0 32 2 .006 .521 0 8.255 -8 816 0 0 33 3 -.003 -.021 0 11.165 -11.924 0 0 34 4 -.006 -.501 0 8.24 -8.8 0 0 35 1 5 -.009 -.821 0 0 0 0 0 36 2 M8 1 0- -.562. .023 0- 0 0 0 2 0 -.427 .011 2.144 2.144 .418 -.084 137 38 3 0 0 0 3126 3.126 558 -.112 39 4 0 1 .427 -.011 -2.144 1 2.144 1 .418 -.084 RISA-31D Version 16.0.3 [P:\... 1...1... \...TDB-6400-10'6x36' Digital Billboard 160mph.r3dj Page 7 Company Cornerstone June 11, 111RISA JDeser James ob Nn ber 80363Kmg Engineering, Inc. 2:36 PM Checked ByB Ansn+Erscaeaeonw,wr Model Name 10'6x36' Digital Billboard Member Section Stresses (Continued) LC Member Label Sec Axiairksil v Shearlksil z Sheadksil v too Bendin_ v hot Bendin_z ton Bendin_z hot Bendin__ m©mo • �aaoaa ®©®o „• �oa000 m©�oa��aaoa RISA-3D Version 16.0.3[P:\... \... \... \... \DB-6400-10'6x36' Digital Billboard 160mph.r3d] Page 8 FDOT - Office of Right of Way - Ioor Advertising Database Page 1 of 1 Florida Department of FD0rT E-Updates I FL511 1 Mobile I Site Map TRANSPORTATION iSearch FDOT... S1 Web Application Home About FDOT Contact Us Offices Maps & Data Performance Projects Database Home / Contact Us / Download Data / Information / Reports / Right of Way Web Site SIGN DETAIL CC824 This page lists detail information about the permit, facing, sign and section for the tag. The information displayed on this page is from the Florida Dept. of Transportation Outdoor Advertising Database. Enter Tag#: L 11 Search 1 —Minn InfnrmaNnn- Re ion 5 County St.Lucie State mad I Local name US 1 US Route I Class Primary RCI Section 94010000 1 Direction North Section begin Martin County line Section end Indian River Countv line S}nre}ura Infn,nnnfinn- pp.maw nn thie 5rn.ctnm. CCa94 CCB95 Milepost 3.901 Confornin ? Yes Section side Right Date built 09101/1981 Latitude 27.3141519444444 Configuration Back to Back Longitude -80.3131636111111 Material Wood Lights No # Supports 4 Height 16 feet Date removed Structure is 0.163 miles North of SAVANNAH CLUB BLVD View Map View in Google Maps Permit /f r.innl Infnrmafinn- Issue date Tag# CC824 Date built 09/01/1981 Permit status Canceled Sign reads Right Square feet 360 HAGL 6 feet Date removed Inventory picture View Picture Permittee LAMAR OTDR ADV- LAKELAND Vag. Mgmt. Permit# View Zone Statutory View Zone as per 479.106(6). a & b , Florida Statutes Tag history: Tag# CC624 Tag# AF192 S&0yO G0\0 �J Contact Us Employment MyFlorida.com Performance Statement of Agency Web Policies & Notices 01996-2014 Florida Department of Transportation Florida Department of Transportation Consistent, Predictable, Repeatable http://fdotewpl.dot.state.fl.us/RightOfWay/PermitDetail.aspx?ID=cc824 6/5/2018 FDOT - Office of Right of Way - yIoor Advertising Database Page 1 of 1 Florida Department of F. DM TRANSPORTATION E-Updates I FL511 I Mobile I Site Map Search FDOT._ S1 Web Application Database Home /Contact Home About FDOT Contact Us Offices Maps & Data Performance Projects Us / Download Data / Information / Reports / Right of Way Web Site SIGN DETAIL CC825 This page lists detail information about the permit, facing, sign and section for the tag. The information displayed on this page is from the Florida Dept. of Transportation Outdoor Advertising Database. Enter Tag#: Search Location Information: Region 5 County St Lucie State road 5 Local name I US 1 US Route Class Pnmary RCI Section 94010000 Direction I North Section begin Martin Counly line Section end Indian River County line Structure Information: Permits on this Structure: CC824 CC825 Milepost 3.901 Conforming? Yes Section side Right Date built 09/01/1981 Latitude 27.3141519444444 Confi umtion Back to Back Longitude -80.3131636111111 Material Wood Lights No # Supports 4 Height 16 feet Date removed Structure is 0.163 miles North of SAVANNAH CLUB BLVD View Map View in Google Maps Permit (facing) Information: Issue date Tag# CC625 Date built 09/01/1981 Permit status Canceled Sign reads Left Square feet 360 HAGL 6 feet I Date removed Inventory picture View Picture Pernittee LAMAR OTDR ADV-LAKELAND Vag. Mgmt. Permit# View Zone Statutory View Zone as per 479.106 6 , a & b , Florida Statutes Tag history: Tag# CC825 ag# AF193 ,j Contact Us Employment MyFlorida.com Performance Statement of Agency Web Policies & Notices i L{— I �'�' Florida Department of Transportation ©1996-2014 Florida Department of Transportation Consistent, predictable, Repeatable http://fdotewpl .dot.state.fl.us/RightOfWay/PermitDetail.aspx?ID=CC825 6/5/2018 6/22/2018 FedEx Ship Manager - Print Your Label(s) r c CO) N1 O m m r to CO 0 O�0 om r- c a 0 m O 28 m z m c -0 m� z z z G) 96 . v m O After printing this label: 1. Use the'Pdnt' button on this page to print your label to your laser orinkjet printer. . 2. Fold the printed page along the horizontal line. 3. Place label in shipping pouch and affix it to your shipment so that the barcode portion of the label can be read and scanned. Warnings Use only the -printed original label for shipping. Using a photocopy of this label for. shipping purposes Is fraudulent and could result in additional billing charges, along With the cancellation of your FedEx account number. Use of this system constitutes your agreement to the service conditions in the current FedEx Service Guide, available on fedex.00m.FedE:x will not be responsible for any claim in excess of $100 per package, whether the result of loss, damage, delay, non-delivery,misdeliveryormisinformation, unless you declare a higher value, pay an additional charge, document your actual loss and file a timely daim.Limitatiens foundin the current FedE! Service Guide apply. Your right to recover from FedEx for any loss, including intrinsic value of the package, loss of sales, income interest, profit, attorney's fees, costs, and other forms of damage whether direct, incidental,00nsequential, or special is limited to the greater of $100 or the authorized declared value. Recovery cannot exceed actual documented Ioss.Maximum for items of extraordinaryvalue is $1,000, e.g. jewelry, ' precious metals, negotiableinstruments and other items listed in our ServioeGuide. Written claims must be filed within strict time limits, see current FedEx Service Guide. httpsYAvww.fedex.com/shipping/shipmentconfirrnationAction.handle?method=doConbnue 1/1 N N m ORIGIN ID:LALA (863) 686-3159 SHIP DATE:16AUG18 LAMAR ADVERTISING ACTWGT: 2.00 LB 3760 NEW TAMPA HIGHWAY CAD: 105664018ANET4040 LAKITELA D FL 3 815 BILL SENDERUS TO JOE CICIO ST LUCIE COUNTY PLANNING & DEVELOP 2300 VIRGINIA AVENUE FORT PIERCE FL 34982 (772)462-1100 REF: IW POnFPT• s N l�l rJ II �I l III;11 1 I �1 11 1 ly I� it I I � r I II L IiI I 111 I II I � IjJrL'��it f ` I � �I I I 11 Lr �I � I 1 ■ 11 I 11 L I I 11 1 � I 1 I ozo 7729 9052 3602 XH FPRA FRI -17 AUG 10:30A PRIORITY OVERNIGHT 34982 FL -US PBI « | _;w§! ®�0 ! |2-2■ )0) -;ui§f 2\ W;/ S \ w 2 \ \k\M ) §j0 w k 8 \k \ }\� / a0a), \� k M=R M- 20>f, k �00 / SEMM 0 Oq ,- & ! �=/f 0 !E k A- , \ !{!!]4 Z k 7 w k E- E ` ! mw=,Oq °|§� �2lff, %!E 02,wE0 !c =O$f � ��kk�kk ®)� k = !(0£-Ou ■� M !ka