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SEG - HELICAL PILE INSTALLATION LOGS
PROFESSIONAL STRUCTURAL CONSULTANTS 850 NW Federal Hwy, Suite 172, Stuart, FL 34994 Voice: (772)223-9883 Cell: (772)2154080 November 18, 2019 Mr. Jamison Brownie Brownie Companies, LLC 175 Boyd Road Fort Pierce, FL 34945 t.- SCANNED BY St. Lucie County Re: Helical Pile Installation Logs — Piles 65-158, Pursuit Boats, 3901 St. Lucie Blvd, Fort Pierce, FL Dear Mr. Brownie; All piles referenced above are installed per plan and to torques that meet or exceed the required 20 kip loading which provides, in every case, a safety factor (FS) of greater than two. This exceeds the requirements of the 2017 Florida Building Code, 6rh Edition. If you have any questions or concerns, or if I can be of any future service, please do not hesitate to contact me. ES PF �4'/ Respectful Y;s' 1 F'•, 49200 T. Stiles Piet P.E., .)FATE OF ; �LOR;CF:•�.c��� �EwEWISD,r1a EXCEPTIONS TAKEN 13.REVIEWED AS NOTED O SUBMIT SPECIFIED ITEM O REJECTED RESUBMIT O DO NOT RESU6110 p*Aow is anly�for general conformance with the. design intent of, the project and compliance with the infarmation given in the contract documents. Any action shown is subject to the requirements of the plans and speciiicationa. Contractor is responsible for dimensions which shell be cWfrrnfed and coordinated at the jobsite, fabrication processes, toques of construction, coordination of all work with ottnt trades and the satisfactory performance in accordance witht(,e t documents. MIKft: L* SATE y _ IN1. Engineering, Ins. ConakingEnginoerFlLE COPY Beech, Florlda P:\2019\I9-013 SEG GENERAL\04 JAMISON\PURSUM19-013.04 111819-0I.doe E NOV 2 2 2019 Permitting Department St. Lucie County, FL / -----------------------------------------------------------------------, Helical Pile Installation Brownie Companies, LLC I Observation Record PROJECT NAME PursuK Boats New Facility PROJECT NUMBER 012/2019 PROJECT LOCATION 3901 St Lucie Blvd.,FLPieme, FL DATE OF INSTALLATION 10/14/2019-10124/2019 PILE DESIGNATION 65 66 67 68 69 70 71 GRID LOCATION N/A N/A N/A N/A N/A N/A N/A ZO FINISH FLOOR ELEVATION N/A N/A N/A N/A N/A N/A N/A -- W PLANNED TOP OFPILE N/A N/A N/A N/A N/A N/A N/A J LU DEVIATION N/A N/A N/A N/A N/A N/A N/A z HORIZONTAL ON N/A N/A N/A N/A N/A N/A N/A OINCLINATION ANGLE 85 85 85 85 85 85 85 a INCLINATION IA N/A N/A N/A N/A N/A N/A N/A H REQUIRED MINIMUM N/A N/A N/A N/A N/A N/A N/A ,. Z LU TOTALINSTALLED J ABOVE GROUND `c /` /!>� 'N > LENGTH 7' 7' 7' 7' 7' 7' 7' o NUMER HELICESF 111! 3 3 3 3 3 3 I HELIX DIAMETER 0"/12"/14' O'712"114' 0712'714' O'712'714' O'712'714' 0"/12"/14' 0'712'714" Z O .LENGTHS 7 I7r, ,TI 7' 7' 7' 7' 7' Z HELICES N/A i`�'="` NIA '�,•..:'� N/A N/A" I N/ I /A N/A wI CUTOFF LENGTH N/A N/A N/A N/A N/A N/A N/A DEPTH FT 7 5800 4500 4800 5400 1800 2700 2400 14 3200 2600 4100 4800 2800 3900 11 21 2800 2900 2800 1800 2200 1 $ / r 28 2000 3500 1600 2300 4000 * T 0 35 2600 3900 4100 3800 42001 38.A,`� -260 0, + 42 8200 9200 6200 5000 75001 3 •7560 AC 56 LT REQUIRED KIPS�, KIPS 20 KIPS 20 KIPS KIPS'20 20 I Z, 20 KIPS " ,'' 1!'6 . •�• %• FINAL KIPS 36 KIPS 41 KIPS 27 KIPS 22 KIPS 1 33`KIPS 33 KIPS1! O OTHER N/A N/A N/A N/A ` N/A :N/A _. N/A: , F� PLANNED TYPE N/A N/A N/A N/A ` N/A 8 : ;'N/A :. N/A: O REQUIRED PENETRATION N/A N/A N/A N/A I g ;N/A -N/A owlMEASURED PENETRATION N/A N/A N/A N/A I •.� •N/Aij .. ,: N/A-i = _` '— -J �+ i N/A; PILE MANUFACTURER HELICAL ANCHORS INC. INSTALLATION CONTRACTORS BROWNIE-COMPANIES!CLC'+ INSTALLATION EQUIPMENT PRO -DIG 12K SINGLE SPEED = ' b _ R ,P..' o' - -j METHOD OF TORQUE MEASUREMENT _ IN -LINE PRESSURE GAUGES INTELLI TORQUE DIGITAL TORQUE MONITOR FIELD REPRESENTATIVE JAMISON BROWNIE REVIEWER STILES ENG REVIEWED. NO ❑ REJECTED EXCEPTIONS TAKEN Q RESUBMR REVIEWED AS NOTED ❑ DO NOT RESUBMIT Q SUBMIT SPECIFIED ITEM ftrviow is only For general confTntaece with ha dos�mformetpn intent of the proiect and comp s- Any action shown is S"hq in the a requirements o1 the plans and spec�cetront. futryect to the requirementswhich contractor is responsible tar di ejO terfabrieat on procelsses corrfirrned and coordinated at tcoordination of all wort with techniques of construction, edormarxe a,.,.e�er¢° ether trades and the satisfactOry p '.�iK� wi+h th ontr ctor ocumenta. [SATE M.L. Engineering, Inc. Conautting Enginew Vero Beach; Floods j-----------------------------------------------------------------------I 1 Brownie Companies, LLC ;Helical Pile Installation ' Observation Record ------------------------------------------------------------------------- PROJECT NAME Pursu@ Boats New Facility PROJECT NUMBER 012/2019 PROJECT LOCATION 3901 St Lucie Blvd..FLPierce, FL DATE OF INSTALLATION 10/14/2019-10124/2019 PILE DESIGNATION 72 73 74 75 76 77 78 GRID LOCATION N/A N/A N/A N/A N/A N/A N/A ZO FINISH FLOOR ELEVATION N/A NIA NIA N/A N/A N/A NIA W PLANNED TOP OF PILE N/A N/A N/A N/A N/A N/A N/A J W DEVIATION NIA N/A N/A N/A N/A N/A N/A ZO HORIZONTAL N/A N/A I N/A N/A N/A N/A N/A OINCLINATION ANGLE 85 85 85 85 85 85 85 a I oEvwTiONN N/A N/A N/A N/A N/A N/A N/A F REDUIREDMINIMUM NIA NIA N/A N/A N/A N/A N/A Z TOTAL INSTALLED _ W J ABOVEGROUND LENGTH 7' 7' 7' 7' 7' 7' 7' w WHELICES NUMBER OF 3 3 3 3 3 3 3 O HELIX DIAMETER 0'712"/14' 0"/12'714' O'712'714' O'712'714' 0"/12'714' 0'712'714' 0'712"/14" rn o LENGTHS 7' 7' 7' 7' 7' 7' 7' Z UI-.1 HELICES N/A N/A N/A N/A N/A N/A N/A W CUT-OFF LENGTH NIA NIA N/A I N/A N/A I N/A N/A DEPTH FT 7 3200 4800 5600 6200 4500 1 3500 3800 14 1800 4200 3500 5100 4200 1 3700 4100 21 2300 2600 3100 2800 2700 1 240 � IIIl s 28 3900 3100 2400 3600 3100 Es R l 0 35 5800 3900 2700 5200 4300 \ 2fl0 .-PN/A 42 8900 9300 9400 49 56 F<REQUIRED KIPS 20 KIPS 20 KIPS 20 KIPS 20 KIPS 20KIPSFINAL KIPS 26 KIPS 40 KIPS 41 KIPS 23 KIPS 42 KIPSOTHER N/A N/A N/A N/A N/A N/A PLANNED TYPE N/A N/A N/A N/A N/A N/A N/A o r REQUIRED PENETRATION N/A N/A N/A N/A N/A N/A N/A N N MEASURED PENETRATION N/A N/A N/A N/A N/A N/A N/A PILE MANUFACTURER HELICAL ANCHORS INC. INSTALLATION CONTRACTOR BROWNIE COMPANIES, LLC INSTALLATION EQUIPMENT PRO -DIG 12K SINGLE SPEED METHOD OF TORQUE MEASUREMENT IN -LINE PRESSURE GAUGES INTELLI TORQUE DIGITAL TORQUE MONITOR k-: FIELD REPRESENTATIVE JAMISON BROWNIE REVIEWER STILES ENG. Brownie Companies, LLC Helical Pile Installation Ob servation Record ------------------------------------------------------------------- PROJECT NAME PursuR Boats New Facility PROJECT NUMBER 012/2019 PROJECT LOCATION 3901 SL Lucie BNd.,FLPierce, FL DATE OF INSTALLATION 10/14/2019-10/24/2019 PILE DESIGNATION 79 80 81 82 83 84 85 GRID LOCATION N/A N/A N/A N/A N/A N/A N/A Z O_ FINISHFLOOR ELEVATION N/A N/A N/A N/A N/A N/A N/A W PLANNED TOP OF PILE N/A N/A N/A N/A N/A N/A N/A J W DEVIATION N/A N/A N/A N/A N/A N/A N/A _ z DEVIATIONL N/A N/A N/A N/A N/A N/A N/A OINCLINATION ANGLE 85 85 85 85 85 85 85 o. DEVIATION N/A N/A N/A N/A N/A N/A N/A F REQUIRED MINIMUM N/A N/A N/A N/A N/A N/A N/A Z W TOTALINSTALLED _ J ABOVEGROUND LENGTH 7' T 7' 7' 7' 7' 7' rc �0 �o NUMBER LIICESF 3 3 3 3 3 3 3 w O HELIX DIAMETER 0"/12'/14' 0"/12'/14 0"/12"/14' 0"/12"/14' 0'/12"/14' 0"/12"/14' 0"/12"/14" oLENGTHS 7' 7' 7' 7' 7'' 7' 7' Z HELICES N/A N/A N/A N/A N/A N/A N/A W W CUT-OFF LENGTH NIA _ N/A N/A N/A N/A N/A N/A DEPTH FT 7 3800 3100 4700 4800 4700 4600 5200 14 1800 1600 3800 2800 2500 2700 52 21 1900 1800 1500 1500 1500 1400 28 3700 3800 3200 2800 4200 2900 0 35 3500 3600 4100 3500 2800 410 8 42 9800 5600 9300 9300 9300 92 40 49 _ 56 2 REQUIRED TOPS va Ft Kl • U FINAL ]UPS 44 KIPS 25 KIPS 41 KIPS 41 KIPS 41 KIPS 41 KIPS �l NP k OTHER N/A N/A N/A N/A N/A N/A N/A PLANNED TYPE N/A N/A N/A N/A N/A N/A N/A O REQUIRED PENETRATION N/A N/A N/A N/A N/A N/A N/A y N ED PENETRAsuRTION N/A N/A N/A N/A N/A N/A N/A PILE MANUFACTURER HELICAL AN INSTALLATION EQUIPMENT METHOD OF TORQUE MEASUREMENT INSTALLATION CONTRACTOR BROWNIE COMPANIES, LLC FIELD REPRESENTATIVE JAMISON BROWNIE REVIEWER STILES ENG. ---------------------------------------------------- - Brownie Companies, LLC ;Helical Pile Installation , Observation Record ----------------------------------------------------------------------= PROJECT NAME Pursuit Boats New Facility PROJECT NUMBER 012/2019 PROJECT LOCATION_ 3901 SL Lucie Blvd.,FLPierce FL DATE OF INSTALLATION 10/14/2019-10/24/2019 PILE DESIGNATION 86 87 88 89 90 91 92 GRID LOCATION NIA N/A N/A N/A N/A N/A N/A Z O FINISH FLOOR ELEVATION NIA N/A _ N/A N/A N/A NIA N/A I W PLANNED TOP OF PILE N/A N/A N/A N/A N/A N/A N/A J w DEVIATION N/A N/A N/A N/A N/A N/A N/A HORIZONTAL DEVIATION N/A N/A N/A N/A N/A N/A N/A o OINCLINATION ANGLE 85 85 85 85 85 85 85 a �UNATION DEVATION N/A N/A N/A NIA N/A N/A N/A F REQUIRED MINIMUM N/A N/A NIA N/A N/A N/A N/A Z TOTALINSTALLED W J ABOVEGROUND LENGTH 7' 7, 7, 7' 7' 7, 7, NUMBER OF HELICES 3 3 3 3 3 3 3 W O HELIX DIAMETER 0712'714' 0712'714' O'712'714' O'712'714' O'712'714' O'712'714' O'712"/14" z O LENGTHS 7' 7, 7, 7, 7, 7, %' Z UI—.1 HELICES N/A N/A N/A N/A N/A N/A N/A W CUT-OFF LENGTH N/A N/A NIA N/A N/A. N/A N/A DEPTH FT 7 5400 4300 4200 6100 5800 6200 4100 14 5200 6400 6600 5500 7100 4100 \k 21 2400 2800 2200 3100 3700 1700 28 4100' 3400 1400 3500 2900 32 0 35 3800 5400 2500 3800 4100 5 '-,,>9600 42 5800 6500 4800 8700 49 56 j/, Z 0, 20 KIPS 20 KIPS 20 KIPS 20 KIPS 20 KIPS 20 Kl�/�"-"" S// �fJ�jiP ?� FINALKIPS 26 KIPS 24 KIPS 29 KIPS 21 KIPS 39 KIPS 22 KIPS �I1.l(11l+n 28 R1P� IE OTHER. NIA N/A N/A N/A N/A N/A N/A PLANNED TYPE N/A N/A N/A N/A N/A N/A N/A INREQUIRED PENETRATION N/A N/A N/A N/A N/A N/A N/A v y URED PENETRATION N/A N/A N/A N/A N/A N/A N/A PILE MANUFACTURER INSTALLATION EQUIPII METHOD OFTORQUE I INSTALLATION CONTRACTOR BROWNIE COMPANIES, LLC FIELD REPRESENTATIVE JAMISON BROWNIE REVIEWER STILES ENG. -----------------------------------------------------------------------, Brownie Companies, LLC ;Helical Pile Installation Observation Record ------------------------------------------------------------------------ PROJECT NAME Pursuk Boats New Facllity PROJECT NUMBER 012/2019 PROJECT LOCATION 3901 SL Lucie Blvd..FLPierce, FL DATE OF INSTALLATION 10/14/2019-10/24/2019 PILE DESIGNATION 93 94 95 96 97 98 99 GRID LOCATION N/A N/A N/A N/A N/A N/A N/A Z O_ FINISH IIFLOOR ELEVATION N/A N/A N/A N/A N/A N/A. N/A H W PUNNED TOP OF PILE N/A N/A N/A N/A N/A N/A _ N/A J W DEVIATION N/A N/A N/A N/A N/A N/A N/A 0 HORIZONTAL N/A N/A N/A N/A N/A N/A N/A OINCLINATION ANGLE 85 85 85 85 85 85 85 a I O :'viAT oN N/A N/A N/A N/A N/A N/A N/A = REQUIRED MINIMUM N/A N/A N/A N/A N/A N/A N/A F- Z W TOTAL INSTALLED J ABOVEGROUND LENGTH 7' 71 7' 7' 7' 7' 7' Gay o NUMBER OF HELICES 3 3 3 3 3 3 1 3 w U HELIX DIAMETER 0"/12"/14' 0"/12"/14' 0"/12"/14' 0"/12"/14' 0"/12"/14' 0"/12"/14' 0"/12"/14" N Z LENGTHS 7' 7' 7' 7' 7' 7' 7' O Lu HELICES N/A N/A N/A N/A N/A N/A N/A W CUT-OFF LENGTH N/A N/A N/A N/A N/A N/A N/A DEPTH FT 7 5200 5200 4500 3700 4600- 6400 5100 14 3900 5300 4600 4300 5200 6100 21 2900 1500 2100 2100 2500 250 \ \\ F 28 2700 1500 1500 4200 3500 3 - 0 35 4100 3700 1700 6200 4900 goO 3800 42 6800 6500 6500 49 56 x ; � F z 0, REQUIRED KIPS 20 KIPS 20 KIPS 20 KIPS 20 KIPS 20 KIPS 20 KIISJ' , `s R$- ¢ FINAL KIPS 30 KIPS 29 KIPS 29 KIPS 27 KIPS 22 KIPS 27 KIPS r /AlKIPA JJO I �U R" OTHER N/A N/A N/A N/A N/A N/A N/A PLANNED TYPE N/A N/A N/A N/A N/A N/A N/A PENETRATION N/A N/A N/A N/A N/A N/A A N N MEASURED P NETRATION N/A N/A N/A N/A N/A -T N/A ENA PILE MANUFACTURER INSTALLATION EQUIPI, METHOD OFTORQUE I INSTALLATION CONTRACTOR BROWNIE COMPANIES. LLC JAMISON BROWNIE REVIEWER STILES ENG. ------------------------------------------------------ Brownie Companies, LLC Helical Pile Installation Observation Record I----------------------------------------------------------------------- PROJECT NAME Pursuk Boats New Facility PROJECT NUMBER 012/2019 PROJECT LOCATION 3901 St Lucie Blvd.,FtPierce, FL DATE OF INSTALLATION 10/14/2019-10/24/2019 PILE DESIGNATION 100 101 102 103 104 105 106 GRID LOCATION N/A N/A N/A N/A N/A N/A N/A Z O_ FINISHFLOOR ELEVATION N/A N/A N/A N/A N/A N/A N/A W PLANNED TOP OF PILE N/A N/A N/A N/A N/A N/A N/A J W DEVIATION N/A NIA N/A N/A N/A N/A N/A z HORIZONTAL N/A N/A N/A N/A N/A N/A N/A O INCLINATION ANGLE 85 85 85 85 85 85 85 n. INCLINATION DEVATION N/A N/A N/A N/A N/A N/A N/A = REQUIREDMINIMUM N/A NIA N/A N/A N/A N/A N/A r Z w TOTAL INSTALLED J ABOVEGROUND LENGTH 7' 7' 7' 7' 7' 7' T �o NUMBER F HELICES 3 3 3 3 3 3 3 w 'O HELIX DIAMETER n n , 0 /12 /14 n , 0"/12 /14 n n , 0 /12 /14 u 0 /12'/14' „ n , 0 /12 /14 u , 0 /12/ ' 14' n n 0 /12 /141, z z LENGTHS 7' 7' 7' 7' 7' 7' 7' 0 z HELICES N/A N/A N/A N/A N/A N/A N/A B1 H W CUT-OFF LENGTH NIA N/A N/A N/A N/A N/A N/A DEPTH FT 7 5100 5100 4100 3900 5400 4700 4700 14 5200 3500 2900 3300 5300 5100 39 21 2400 1500 1600 1600 2400 2400 \ / r 28 2300 1400 1300 1100 2500 2900 0 35 4100 2400 2200 2100 3100 240* N 42 6900 6800 4100 6200 6800 58 200 49 6400 56 s < REQUIRED KIPS 20 KIPS' 20 KIPS 20 KIPS 20 KIPS 20 KIPS 20 KIPS` ;TKIP--' \ a ?r FINAL PS KI 30 KIPS 29 KIPS 29 KIPS. 27 KIPS 22 KIPS 27 KIPS 7�36 R OTHER N/A N/A NIA N/A N/A N/A N/A PLANNED TYPE N/A NIA N/A N/A N/A N/A N/A O REQUIRED PENETRATION N/A NIA N/A N/A N/A N/A N/A N v MEASURED PENETRATION N/A N/A N/A N/A N/A N/A N/A PILE MANUFACTURER HELICALAN INSTALLATION EQUIPMENT METHOD OF TORQUE MEASUREMENT INSTALLATION CONTRACTOR BROWNIE COMPANIES, LLC FIELD REPRESENTATIVE JAMISON BROWNIE REVIEWER STILES ENG. ------------------------------------- ----------------------------------- Brownie Companies, LLC ;Helical Pile Installation Observation Record ------------------------------------------------------------------------ PROJECT NAME _ PuwuR Boats New Facility PROJECT NUMBER 012/2019 PROJECT LOCATION 3901 St Lucie Blvd..FtPierce, FL DATE OF INSTALLATION 10/1412019-10124/2019 PILE DESIGNATION 107 108 109 110 111 112 113 GRID LOCATION N/A N/A N/A N/A N/A N/A N/A Z O FINISH FLOOR ELEVATION N/A NIA N/A N/A N/A N/A N/A W PLANNED TOP OF PILE N/A N/A NIA N/A N/A N/A N/A J W DEVIATION N/A N/A N/A N/A N/A N/A N/A HORIZONTAL REVIATION I N/A N/A I N/A N/A N/A N/A N/A 0 OINCLINATION ANGLE 85 85 85 85 85 85 85 D- (NCLINATION DEVIATION N/A N/A N/A N/A N/A N/A N/A REQUIRED MINIMUM N/A N/A N/A NIA N/A N/A N/A F=- Z TOTAL INSTALLED W J ABOVEGROUND rc LENGTH 7' 7' 7' 7' 7' 7' 7' s w J o NUMBER OF HELICES 3 3 3 3 3 3 3 w O HELIX DIAMETER 0'712"/14' O'712"/14' O'712'714' 10'712"/14' 0'712"/l4' 0'712'714' 0'712'714" Z 0 LENGTHS 7' 7' 7' 7' 7' 7' 7' LU W HELICES N/A N/A N/A N/A N/A N/A _ N/A F W LENGTH CUTM28 NIA N/A N/A N/A N/A N/A. N/A 5600 5700 4600 6100 4200 5200 4200 6500 4600 3800 4700 3900 4700 2100 2100 2200 2400 1500 190 \\ t2600 2100 3100 2800 1900 1 2100 3900 3900 4500 3800 NYSM 42 4900 5200 6400 5600 8200 '-p500% Q 49 _� 56 STA i Z O.g REQUIRED KIPS 20 KIPS 20 KIPS 20 KIPS 20 KIPS 20 KIPS T 20 IPS� ' - FINAL KIPS 22 KIPS 23 KIPS 28 KIPS 25 KIPS 36 KIPS 33 KIPS OTHER N/A N/A N/A N/A N/A N/A N/A F PLANNED TYPE N/A N/A N/A N/A N/A N/A N/A OP REQUIRED PENETRATION N/A N/A N/A N/A N/A N/A N/A y P NIEASUIED ETRATION N/A N/A N/A N/A N/A N/A N/A PILE MANUFACTURER INSTALLATION EQUIPI METHODOFTORQUEI INSTALLATION CONTRACTOR BROWNIE COMPANIES LLC FIELD REPRESENTATIVE JAMISON BROWNIE REVIEWER STILES ENG. ---------------------------------------------------------------------- Brownie Companies, LLC ;Helical Pile Installation Observation Record ------------------------------------------------------------------------ PROJECT NAME _ Pursuit Boats New Facility PROJECT NUMBER 012/2019 PROJECT LOCATION 3901 St Lucie BNd..FLPierce, FL DATE OF INSTALLATION 10/1412019-10/24/2019 PILE DESIGNATION 114 115 116 117 118 119 120 GRID LOCATION N/A N/A N/A N/A N/A N/A N/A Z O_ FINISH ELEVATION N/A NIA N/A N/A N/A N/A N/A t- W. PLANNED TOPOFPILE NIA N/A N/A N/A N/A N/A N/A J w DEVIATION N/A N/A N/A N/A N/A N/A N/A z HORIZONTAL DEVIAT ON N/A NIA N/A N/A N/A N/A N/A OINCLINATION ANGLE 85 85 85 85 85 85 85 a (DEVIATION N/A N/A N/A N/A N/A N/A N/A F REQUIRED WNIMU N/A N/A N/A N/A N/A N/A N/A Z W TOTAL INSTALLED J ABOVEGROUND LENGTH 7' 71 7' 7' 7' 7' 7' oNHEL rR F ICES 3 3 3 3 3 3 3 w O HELIX DIAMETER O'712'714' O'712'714' O'712'714' O'712'714' O'712"/14' O'712"/14' 0,712,714" oLENGTHS 7' 7' 7' 7' 7' 7' 7' HELICES N/A N/A NIA N/A N/A N/A N/A �W. W CUT-OFF LENGTH N/A N/A N/A N/A N/A N/A N/A DEPTH FT 7 4800 5200 4300 3700 5200 5400 14 4100 2400 5500 3700 3500 41 21 1900 1500 1400 1100 5200 10 t 28 2900 2800 3100 1400 3800 .::5 0 35 2700 3200 3200 2700 5800 3200 42 8300 7900 7500 8700 — 92 0 49 — 56 F < REQUIRED KIPS 20 KIPS 20 KIPS 20 KIPS 20 KIPSK20KIPS 20 KIF�� FINAL KIPS 37 KIPS 35KPS 33KIPS 39 KIPS 41 KIPS 25 KIPS OTHER N/A N/A N/A N/A N/A N/A PLANNED TYPE N/A N/A I N/A N/A N/A N/A N/A O i2 REQUIRED PENETRATION N/A N/A N/A N/A N/A N/A N/A (n m PMEASURED NEETRATION N/A N/A N/A N/A N/A N/A N/A PILE MANUFACTURER HELICAL ANCHORS INC. INSTALLATION CONTRACTOR BROWNIE COMPANIES, LLC INSTALLATION EQUIPMENT PRO -DIG 12K SINGLE SPEED METHOD OF TORQUE MEASUREMENT IN -LINE PRESSURE GAUGES INTELLI TORQUE DIGITAL TORQUE MONITOR FIELD REPRESENTATIVE JAMISON BROWNIE REVIEWER STILES ENG. r i Brownie Companies, LLC ;Helical Pile Installation Observation Record PROJECT NAME Pursuit Boats New Facility PROJECT NUMBER 012/2019 PROJECT LOCATION 3901 SL Lucie Blvd.,FLPieme, FL DATE OF INSTALLATION 10/14/2019-10/2412019 PILE DESIGNATION 121 122 123 124 125 126 127 GRID LOCATION N/A N/A N/A N/A N/A N/A N/A Z O_ FINISH N/A N/A NIA N/A N/A N/A N/A W PLANNED TOP OF PILE N/A N/A N/A N/A N/A N/A N/A J LLl DEVIATION N/A N/A N/A N/A NIA N/A N/A z HORIZONTAL DEVIATION NIA N/A N/A N/A N/A N/A N/A OINCLINATION ANGLE 85 85 85 85 85 85 85 O. NCLINATION DEVIATION N/A N/A N/A N/A N/A N/A N/A = REQUIRED MINIMUM N/A NIA N/A N/A N/A N/A NIA F Z W TOTAL INSTALLED J ABOVEGROUND y� LENGTH 7' 7' 7' 7' 7' 7' 7' Q NUMBER OF HELICES 3 3 3 3 3 3 3 W W HELIX DIAMETER 0'712"/14 0"/12"/l4' O'712'714' O'712'714' O'712'714' O'712'714' O'712"/14" N. o LENGTHS 7-7' 7' 7' 7' 7' 7' LUHELICES N/A N/A N/A N/A N/A N/A N/A W L cur -OFF LENGTH N/A N/A N/A N/A N/A N/A N/A DEPTH FT 7 3300 5100 3700 4100 5800 450 > 14 4200 5700 4900 3200 6100 i 21 2800 2100 2300 2400 2400 800 E 28 4600 3300 2900 2800 2200 \G 0'• 0 35 8900 3800 3200 2800 2300 6100 bqO 42 7200 9200 7500 6600 9 00 49 56 O 20 KIPS 20 KIPS 20 KIPS 20 KIPS 20 KIPS 20 KOV I kMM§ gie 40 KIPS 32KIPS 41 KIPS 33 KIPS 29 KIPS 41 KIPS 25 KIPS N/A NIA N/A N/A N/A NIA N/A N/A N/A N/A N/A N/A N/A N/A a gPPENETRATION N/A N/A N/A N/A N/A N/A N/A y y MEAURED PENETRATION N/A N/A N/A N/A N/A N/A N/A PILE MANUFACTURER INSTALLATION EQUIR METHODOFTORQUEI INSTALLATION CONTRACTOR BROWNIE COMPANIES. LLC FIELD REPRESENTATIVE JAMISON BROWNIE REVIEWER STILES ENG. ---------------------------------------------------------------------- ' Brownie Companies, LLC ;Helical Pile Installation Observation Record PROJECT NAME PumuR Boats New Facility PROJECT NUMBER 012/2019 PROJECT LOCATION 3901 St Lucie BNd.,FLPierce FL DATE OF INSTALLATION 10/14/2019-10/24/2019 PILE DESIGNATION 128 129 130 131 132 133 134 GRID LOCATION N/A N/A N/A N/A N/A N/A N/A Z O FINISH FLOOR ELEVATION N/A N/A N/A N/A N/A N/A N/A W PLANNED TOP OF PILE N/A N/A N/A N/A N/A N/A _ N/A J W DEVIATION NIA N/A N/A N/A _ N/A N/A N/A HORIZONTAL ON N/A N/A N/A N/A N/A N/A N/A z OINCLINATION ANGLE 85 85 85 85 85 85 85 d (NCLINATION DEVIATION N/A N/A N/A N/A N/A N/A N/A H REQUIRED MINIMUM N/A N/A N/A N/A N/A N/A N/A Z TOTAL INSTALLED W J ABOVEGROUND LENGTH 7' 7' 7' 7' 7' 7' 7' O NUMBEROF HELICES 3 3 3 3 3 3 3 w O HELIX DIAMETER O'712'714' O'712714' 0"/12"/14' 0"/12'714' 0"/12"/14' O'712"/14' 0"/12"/14" Z O LENGTHS 7' 71' 7" 7' 7' 7' 7' Z W HELICES N/A N/A N/A N/A N/A N/A NIA F W CUT-0FFLENGTH NIA N/A N/A N/A N/A N/A N/A DEPTH(FT) 7 3500 4600 4700 5300 5100 5300,t%mj4nQ 14 4400 4200 3500 3900 4900 Q // 21 3200 3500 3100 2600 3500 000 t 28 2300 2100 3000 3800 2800 Q E 200 0 35 3600 2400 5600 4200 1500 800 0 '• 42 5300 7200 5200 5100 0 0 49 56 l = 0, REQUIRED KIPS 20 KIPS 20 KIPS 20 KIPS 20 KIPS 20 KIPS F. 20' IP SI2�' KIRS� FINAL KIPS 23 KIPS 32KIPS 25 KIPS 23 KIPS 23 KIPS 1 ' 25 KIPS II 28 KIPS OTHER N/A N/A N/A N/A N/A N/A N/A PLANNED TYPE N/A N/A N/A N/A N/A N/A N/A 0 R REQUIRED PENETRATION N/A N/A N/A N/A N/A N/A N/A y P NETRATIUREON N/A N/A N/A N/A N/A N/A N/A PILE MANUFACTURER H INSTALLATION EQUIPMENT METHOD OF TORQUE MEAS INSTALLATION CONTRACTOR BROWNIE COMPANIES. LLC FIELD REPRESENTATIVE JAMISON BROWNIE REVIEWER STILES ENG. -----------------------------------------------------------------------, Brownie Companies, LLC ;Helical Pile Installation Observation Record L--------------------------------------------------------------------- ' PROJECT NAME Pursuit Boats New Facility PROJECT NUMBER 012/2019 PROJECT LOCATION 3901 SL Lucie Blvd.,FLPierce, FL DATE OF INSTALLATION 10/14/2019-10/24/2019 PILE DESIGNATION 135 136 137 138 139 140 141 GRID LOCATION N/A N/A N/A N/A N/A N/A N/A Z O_ FINISH IFLOOR ELEVATION N/A N/A NIA N/A N/A N/A N/A W PLANNED TOP OF PILE N/A N/A N/A N/A N/A N/A N/A J Iu DEVIATION N/A N/A N/A N/A N/A N/A N/A ZO HORL D VIIATION N/A N/A N/A N/A N/A N/A N/A I= INCLINATION ANGLE 85 85 85 85 85 85 85 0 a DEVIATION N/A N/A N/A N/A N/A N/A N/A H REQUIRED MINIMUM N/A N/A N/A N/A N/A N/A - N/A Z W TOTAL INSTALLED J ABOVEGROUND LENGTH 7. 7' 7' 7' 7' 7' 7' O w NUMBER OF HELICES 3 3 3 3 3 3 3 W O HELIX DIAMETER 0 /12' /14' v 0 /12' /14' n n 0 /12 /14' n 0' /12 /14 n n 0 /12 /14' n n 0 /12 /14' n 0 /12' J14n co z O LENGTHS 7' 7' 7' 7' 7' 7' 7' Z HELICES N/A N/A N/A N/A N/A N/A N/A FW W CT -OFF LENGTH N/A. N/A N/A N/A N/A N/A N/A DEPTH FT 7 5100 5100 5200 6800 5800 4100 54P.0 , 14 5700 5000 4500 5500 3200 6 21 3600 3100 2700 2400 1300 t 28 2200 1400 2700 3800 1300 0 35 5200 800 6300 3000 1500 300 0 42 3500 6700 4500 ?t 4--65QO ' 49 8400 8400 56 � LO z REQUIRED KIPS �/ ~, 5' t * �. IQ� IP o M FINAL KIPS 23 KIPS 37 KIPS 28 KIPS 30 KIPS 37 KIPS I 23 KIPS ! 29 KIPS 12 OTHER N/A N/A N/A N/A N/A N/A N/A PLANNED TYPE N/A N/A N/A N/A N/A N/A N/A O REQUIRED PENETRATION N/A N/A N/A N/A N/A N/A N/A uJ URED P NEETRATION N/A N/A N/A N/A N/A N/A N/A PILE MANUFACTURER INSTALLATION EQUIPI METHOD OF TORQUE INSTALLATION CONTRACTOR BROWNIE COMPANIES. LLC FIELD REPRESENTATIVE JAMISON BROWNIE REVIEWER STILES ENG. _______________________________________________________________________- Brownie Companies, LLC ;Helical Pile Installation Observation Record L-------------- _-------- __................ PROJECT NAME Pursuit Boats New Facility PROJECT NUMBER 012/2019 PROJECT LOCATION 3901 St. Lucie BNd.,FLPierce, FL DATE OF INSTALLATION 10/14/2019-10/24/2019 PILE DESIGNATION 142 143 144 145 146 147 148 GRID LOCATION N/A N/A N/A N/A N/A N/A N/A Z O FINISH FLOOR ELEVATION N/A N/A N/A N/A N/A N/A N/A W PLANNED TOP OF PILE N/A N/A N/A N/A N/A N/A - N/A. J W DEVIATION N/A N/A N/A N/A N/A N/A N/A 0 HORIZONTALDEVIATIONN/A N/A N/A N/A N/A N/A N/A OINCLINATION ANGLE 85 85 85 85 85 85 85 a IDEVIIATIONN N/A N/A N/A N/A N/A N/A N/A H REQUIRED MINIMUM N/A N/A N/A N/A N/A N/A N/A Z TOTAL INSTALLED LU J ABOVEGROUND ALENGTH 7' 7' 7' 7' 7' 7' 71 w NUMBER OF HELICES 3 3 3 3 3 3 3 O HELIX DIAMETER 0'712714' 0"/12"/14' 0"/12"/14' 0"/12"/14' 0"/12"/14' 0"/12"/14' 0"/12"/14" EO O LENGTHS 7' 7' 7' 7' 7' 7' 7' Z W .HELICES N/A N/A N/A N/A N/A N/A N/A F W CUT-0FFLENGTH N/A N/A N/A N/A N/A N/A N/A DEPTH FT T 3800 4800 1 4100 3500 4800 5200 4200 14 3400 5200 2700 3500 2900 3400 3900 21 1700 2700 2200 2200 1500 170 \ d0 t 28 2100 1000 2400 1200 2200 0 35 2500 2800 2400 2800 2500 00. 42 8900 6200 8700 8900 8600 00,�j 20RO 49 87 0 0 56 i z o a REQUIRED KIPS 20 KIPS 20 KIPS 20 KIPS 20 KIPS 20 KIPS ER uFINAL KIPS 40 KIPS 27 KIPS 39 KIPS 40 KIPS 38 KIPS PS\\ ` OTHER N/A N/A N/A N/A N/A N/A N/A p PLANNEDTVPE N/A N/A N/A N/A N/A N/A N/A O r REQUIRED PENETRATION N/A N/A N/A N/A N/A N/A N/A 001 P SURED NETRATION N/A N/A N/A N/A N/A N/A N/A PILE MANUFACTURER HELICAL ANCHORS INC. INSTALLATION CONTRACTOR BROWNIE COMPANIES LLC INSTALLATION EQUIPMENT PRO -DIG 12K SINGLE SPEED METHOD OF TORQUE MEASUREMENT IN -LINE PRESSURE GAUGES INTELLI TORQUE DIGITAL TORQUE MONITOR FIELD REPRESENTATIVE JAMISON BROWNIE REVIEWER STILES ENG. •-------------------------------------- ----------------- Brownie Companies, LLC Helical Pile Installation Observation Record PROJECT NAME Pursuk Boats New Facility PROJECT NUMBER 01212019 PROJECT LOCATION_ 3901 St Lucie Blvd.,FLPierce FL DATE OF INSTALLATION 10/14/2019-10/24/2019 PILE DESIGNATION 149 150 151 152 153 154 155 GRID LOCATION N/A N/A N/A N/A N/A N/A N/A Z O FINISH FLOOR ELEVATION N/A. N/A N/A N/A N/A N/A N/A F W PLANNED TOP OF PILE N/A N/A N/A N/A N/A N/A N/A J W DEVIATION N/A N/A N/A N/A N/A N/A N/A HORIZODEVIATIIONL N/A N/A N/A N/A N/A N/A NIA z OINCLINATION ANGLE 85 85 85 85 85 85 85 D- INCLINATION N/A N/A N/A N/A N/A N/A N/A F REQUIRED MINIMUM N/A. NIA N/A N/A N/A N/A N/A Z TOTAL INSTALLED W J ABOVEGROUND LENGTH 7' 7' 7' 7' 7' 7' 7' �0 NUMBER F HELICES 3 3 3 3 3 3 3 W O HELIX DIAMETER 0"/12"/14' 0"/12'714' 0"/12714' 0712'714' O'712'714' O'712'714' 0"/12"114" 0 Z O LENGTHS 7' 7' 7' 7' 7' 7' 7' Z W HELICES N/A N/A N/A N/A N/A N/A N/A I-. I W CUT-OFF LENGTH N/A NIA N/A N/A N/A N/A N/A DEPTH FT 7 7600 8500 7700 7100 5400 4900 5100 14 4200 4600 4200 3300 6300 4200 9 21 6200 3800 4200 1600 2800 2500 28 2200 2400 2400 2800 3800 17 \X-r246,05k7 0 35 2400 1800 3400 5700 3500 1 Oq ' 42 6200 3200 7700 6700 0 65 49 9100 56 f i z 0 a REQUIRED KIPS 20 KIPS 20 KIPS, 20 KIPS 20 KIPS 20 KIPS �; 20 KIIP i FL� R LKIPS- U FINAL KIPS 27 KIPS 40KIPS 34 KIPS 25 KIPS 30 KIPS 32 KIPS/ "/ 1 OTHER N/A N/A N/A N/A N/A N/A N/A PLANNEDTYPE N/A N/A N/A N/A N/A N/A N/A PENETRATION N/A N/A N/A N/A N/A N/A N P NMEASURED ETRATION N/A N/A N/A N/A N/A N/A EN/A PILE MANUFACTURER INSTALLATION EQUIPI METHOD OF TORQUE INSTALLATION CONTRACTOR BROWNIE COMPANIES. LLC FIELD REPRESENTATIVE JAMISON BROWNIE REVIEWER STILES ENG. ------------------------------------ ------------------------------------ Brownie Companies, LLC ;Helical Pile Installation Observation Record PROJECT NAME Pursuit Boats New Facility PROJECT NUMBER 012/2019 PROJECT LOCATION_ 3991 St Lucie Blvd..FtPierce, FL DATE OF INSTALLATION 10/14/2019-10/24/2019 PILE DESIGNATION 156 157 158 GRID LOCATION N/A N/A N/A ZO FIIR LEVATION E N/A NIA N/A ~ W PLANNED TOP OF PILE N/A N/A N/A J W DEVIATION N/A N/A N/A DEVIATION L N/A N/A N/A z t: INCLINATION ANGLE 85 85 85 IL INCLINATION DEVIATION N/A N/A N/A = REQUIRED MINIMUM N/A NIA N/A F Z TOTAL INSTALLED W J ABOVEGROUND LENGTH 7' 7, 7' Cuu o NUMBER OF HELICES 3 3 3 w HELD( DIAMETER 0'Y12'714- 0'712'714' 0'712'714" W LENGTHS 7' ]• 7' O LU HELICES NIA N/A N/A W II— W CUT-OFF LENGTH N/A N/A N/A DEPTH(Fr)IIII 7 4200 3500 2500 rs p 14 3700 3500 4100 21 1100 700 2600 �� , "♦ �� r 28 1100 1500 1400 2 35 2600 2400 2500 42 4500 9200 9400 4s 8900 56 // SION F s REQUIRED KIPS 20 KIPS 20 KIPS 20 KIPS U FINAL KIPS 40 KIPS 41 KIPS 42 KIPS OTHER N/A N/A N/A PLANNED TYPE N/A N/A N/A O REQUIRED PENETRATION N/A N/A N/A h w PENETRATION N/A N/A N/A PILE MANUFACTURER INSTALLATION EQUIPt METHOD OF TORQUE INSTALLATION CONTRACTOR BROWNIE COMPANIES, LLC FIELD REPRESENTATIVE JAMISON BROWNIE REVIEWER STILES ENG. - L F,. _ LOCATION PLAN 11 2� 3 4 5 6 7 8 9 10 11 12 13 14 6ROV Dn YDF >va 9Da 9va Sva Sva 9va sva 9va ]va soa Sva ]va ma ma IWASS, IFFFLED 1 I o V. .l6m'P."JrM. .NSHOWNa95 SEE L"M a]D �oD❑D a>9 w f]V ]5 99 aaWJ ❑WYR a� ww 'M Di `m oD a� D i .SSoD fDLd8.M%I•,d2 ___ _ I❑D❑w❑D S9d2a8 1 dR _ _ _ I J6 _ d9 FSA MFbS ____ ❑a]5 D __________ - J ®a?l M f]] IEQ6 /6V f.m•`[MOU r__ _ N5 f9] - R.R6 i59 ,DQ DECO Fd1 , ________ Fa} _ 14FR6 - FG (\j�,\/ FSO _ _____ J - F5A F6A __ ________ _______ _ ~ I¢26 ~ FSA i FM - f{A iS. _ _J F,S. r 1 CiGS'TSS' L] PRRDN10EF D .bd 'Y 'e'I1155�: 57 24nC,: EGJIMISNAW MWF-24M..99EEST- I I I 6'-IBp¢ 2 HOUR FWE-RATEDMEIAI TRY(1NOU9FIRE9ARD 6ND WALLw/9ND4®12b e.CRL4w/ MWF-11(M.2.FU JI 9• CMY IB'o.e.fAS SXOWN MFd1 c 1 I j MGda I F TOOrONMM IR rOIPDERSR OF POOPING j1YP. 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RVI.UNGAELECItlC4 Fy (WPIGL AS MOWN) SIE COMPONENT A, WAWWGa FOQ VFAIfIG➢IXi OiLIXAPON99 dMFNRON40FNLKW[CiQ[CdIREMEHRANY tlSCH➢ANOES CIADWNG PRESSURES FOR DISTANCES OF 31WLRGLL®N VEATTENTION OF NF ARO116RCReJGR$R OF RCCQD LBCRE PRV'.FEEDNG WIWWCQK FNOVNUMPORGICHWY@�'G S. ALL DAENLdis ARE TO ROUGH! OFENWGORCFNIENWE OF STRUCTURE LDFO.L UMEM OTXERNId NODODGE,. DCCOdp.OSSYIFM OJCQ 45S KUIIIECNPII DUDGUGIFCRANIMMWSIGLSPpi9RTSN RRQJIMIGOCOR W. WJ'WW LLOFB E. SG PENOTEb I/O' WIDE. T-IY' DRP MW CNR N SJABAi2... ANDA45NONN W PLW, TO N AYDEA9 "LKM •r-0445IWNYE TTEY PUSARMT RAN. AS MENNCFEIEHl4 HASBIED61M.B16Y FNCW11104RS4RIHEK.('pEG1EfQOM® EW/BWIf. YCRSEE GEND6LLNOIFS. ASPERSCNF0. VIVtlETOWFDOIIiE .. AN. SECTS lff GFNFRNNOTEsePOWD miED. FETISXEITCILTTEYJNRRFGHTIM Profec4 PROPOSED MANUFACTURING BUILDING FOR PURSUIT 130AT5 5901 5T. LUCIE L3LVD. FORT PIERCE, FLORIDA I$$YES: No.: Date: DEZLNIPNCx: A. 57 Ae F..nd mOn Permit 5. 712Ae 3w Set A N DONADIO & A540CN16, Architects P.A. GmwNne: MC ENGINEERING, INC. Consulting Structural Engineer 2030 37th Avenue Vero Beach, Florida 32960 Pha11e: 772.569.1257 Fax 772.569.4(Ml Ur WMSH� PARTIAL 5OUTH END FOUNDATION PLAN 5� tl.., Fle SGGhv Gd %RFF Fic M¢e Lw ProfzE Nv Pbt Flf t L4M ulam. xo:assz slnx.Na R IE IN:IFi2J Dmsw.m: 5-2 Ile =RECEIVEDPROFESSIONAL STRUCTURAL CONSULTANTS850 NW Federal Hwy, Suite 172, Stuart, FL 34994 Voice:(772)223-9883 Cell: (772)2154080 September 18, 2019 sCq P(I' asaIT b61,47 Mr. Jamison Brownie St.. (U�/& I'N�� �EpM�r /94 %- 05 79 Brownie Companies, LLC County 175 Boyd Road Fort Pierce, FL 34945 Re: Helical Pile Installation Logs, Pursuit Boats, 3901 St. Lucie Blvd, Fort Pierce, FL Dear Mr. Brownie; To clarify the values input to the helical pile installation logs for the above referenced project, I have provided the following report for your use. The "required kips" working load shown in the pile logs is 20 kips for all pile locations. This is a design requirement dictated by the EOR. This value is the maximum actual working load the pile component is expected to see in its service life and the minimum capacity load to which all piles must be installed. All piles are to be installed to have a "final kips" provided load that meets or exceeds this value. The "final kips" value in the logs is the actual real world installed "provided" working capacity. As can be seen in the logs, all real world pile capacities for this project exceed the required value of 20 kips, sometimes by quite a large value. If you have any �}u ns or concerns, or iZIc, be of any future service, please do not hesitate to contact rtc�\�`1fMY///// (•?------ /// EWED, NO ❑ REJECTED N��\ •, C�\;r EXCEPTIONS TAKEN ❑ RESUBMIT -ICE S Respecti• dly su -ICE teo, F ;, ❑ REVIEWED AS NOTED ❑ DO NOT RESUBMIT ^ C'! SUBMIT SPECIFIED ITEM _ * flerew is only for general conformance with the design compliance -wit the T. Stile 1�Et. PTA 11 .E,p action shownon imam of the project and la given in the contract documents. Any specifications. �i r f'• <p,:f:�,., •.�?:•. sub;ect to the requirements of the plans and is responsible for dimensions be �, /ONAL Er` �� Contractor fabrication ation procshaesses, confirmed and coordinated at the jobsite of all work with •'.. �.`� techniques of construction, coordination and the satisfactory performance in accordance other trades with -the ntr ct r doluments. ONE M.L. Engineering, Inc. Consuking Engineer veto Beach; Florida P:\2019\19-013 SEG GENERALUAMISON\PURSUIM\19-013.01 091819-0I.doc .; Brownie Companies, LLC Helical Pile Installation Observation Record ----------------------------------------------------------------------= PROJECT NAME Pursuit Boats New Facility PROJECT NUMBER 012/2019 PROJECT LOCATION 3901 St. Lucie Blvd.,FtPierce, FL DATE OF INSTALLATION 911212019-9/17/2019 PILE DESIGNATION 1 2 3 4 5 6 7 GRID LOCATION NIA N/A N/A N/A N/A N/A N/A Z O FINISH ELEVAFLOOR ON N/A N/A NIA N/A N/A N/A N/A _ F > PLANNED TOP OF PILE N/A N/A N/A N/A N/A N/A N/A W J w DEVIATION N/A. N/A N/A N/A N/A N/A N/A O ZO HDEVIIIAT ON N/A N/A N/A N/A N/A N/A N/A INCLINATION ANGLE 90 90 90 90 90 90 90 0 DEVIATION N/A N/A N/A N/A N/A NIA N/A REQUIRED MINIMUM N/A NIA N/A N/A N/A N/A N/A Z W TOTALINSTALLED J ABOVEGROUND LENGTH 7' 7, 7' 7' 7' 7' 7, 60 NUMBER 3 3 3 3 3 3 3 �O w 0 HELIX DIAMETER 0"/12"/14' 0"/12"/14' 0"/12"/14' O'712"/14' 0"/12"/14' 0"/12"/14' 0"/12"/14" `n LENGTHS 7' 7' 7' 7' 7' 7' 7' O z Ul HELICES N/A N/A N/A N/A N/A NIA N/A W CUT-OFF LENGTH .NIA NIA N/A N/A N/A N/A N/A DEPTH FT 7 4800 3500 3100 4900 3300 4100 4200 14 4200 3500 3600 2800 3800 3600 21 7000 4800 4800 2700 3400 3500 \ t 28 3100 2900 2800 2000 2800 43 37 0 35 4200 3300 2800 2900 2200 2 42 9300 7500 7200 7200 5600 49 9500 ' 56 3�u o< REQUIRED KIPS 20 KIPS 20 KIPS 20 KIPS 20 KIPS 20 KIPS 20"K z K FINAL KIPS41 KIPS 33 KIPS 33 KIPS. 33 KIPS 25 KIPS 42KIPS�I klpS`� U OTHER N/A N/A N/A N/A N/A N/A N/A PLANNED TYPE N/A N/A N/A N/A N/A N/A N/A O REQUIRED PENETRATION N/A N/A N/A N/A N/A N/A N/A ti w MEASURED PENETRATION N/A N/A N/A N/A N/A N/A N/A PILE MANUFACTURER INSTALLATION EQUIPO METHOD OF TORQUE INSTALLATION CONTRACTOR BROWNIE COMPANIES. LLC FIELD REPRESENTATIVE JAMISON BROWNIE REVIEWER STILES ENG. -------------------------------------------------------------------------- Helical Pile Installation Brownie Companies, LLC I Observation Record ----------------------------------------------------------------------= PROJECT NAME Pursuit Boats New Facility PROJECT NUMBER 012/2019 PROJECT LOCATION 3901 St. Lucie Blvd.,FtPierce, FL DATE OF INSTALLATION 9/12/2019-9/17/2019 PILE DESIGNATION 8 9 10 11 12 13 14 GRID LOCATION N/A N/A N/A N/A N/A N/A N/A Z O _ FINISHFLOOR ELEVATION N/A N/A. N/A N/A N/A N/A N/A W PLANNED TOP OFPILE N/A N/A _ N/A N/A N/A N/A N/A J w DEVIATION N/A NIA N/A N/A N/A NIA N/A ZO HORIZONTAL N/A N/A N/A N/A N/A N/A N/A N INCLINATION ANGLE 90 90 90 90 90 90 90 D_ INCLINATION DEVATION N/A N/A N/A N/A N/A N/A N/A = REQUIREDMINIMUM N/A N/A N/A N/A N/A N/A N/A F Z W TOTALINSTALLED J ABOVEGROUND LENGTH 7- 7' 7' 7' 7' 7' 7' 0 NUMBER LIICESF 3 3 3 3 3 3 3 �O w O HELIX DIAMETER 0"/12"/14' 0"/12"/14' 0"/12"/14' 0"/12"/14' 0"/12"/14' 0"/12"/14' 0"/12"/14" z Z LENGTHS 7' 7' 7' 7' 7' 7' 7' O LU HELICES N/A N/A N/A N/A N/A N/A N/A W CUT-OFF LENGTH N/A N/A N/A N/A N/A N/A N/A DEPTH FT 7 4100 4100 3400 4600 3700 3100 3700 14 2800 3400 3800 4500 3100 3400 3600 21 2900 3600 4100 6000 5100 2800 kao t 28 3400 2800 2600 3500 3100 2900 0 35 2400 3200 2900 2600 2700 5000 z� 6 3 42 5400 5900 5900 8900 7200 3201 0 49 72W 4 56 i S o < REnulRro wPB 20 KIPS 20 KIPS 20 KIPS 20 KIPS 20 KIPS 20 KIP3i KI W FINALKIPS 24 KIPS 26 KIPS 26 KIPS 40 KIPS 32 KIPS 32 KIPS / OTHER N/A N/A NIA N/A N/A N/A N/A PLANNED TYPE N/A N/A N/A N/A N/A N/A N/A O REQUIRED M PENETRATION N/A N/A N/A N/A N/A N/A N/A N URED PENETRATION N/A N/A N/A N/A N/A N/A N/A PILE MANUFACTURER INSTALLATION EQUIPP METHOD OF TORQUE INSTALLATION CONTRACTOR BROWNIE COMPANIES. LLC FIELD REPRESENTATIVE JAMISON BROWNIE REVIEWER STILES ENG. 29 ------------------------------------------------------- Brownie Companies, LLC Helical Pile Installation Observation Record --------------------------------------------------------------------- PROJECT NAME Pursuit Boats New Facility PROJECT NUMBER 012/2019 PROJECT LOCATION 3901 SL Lucie Blvd.,FLPierce, FL DATE OF INSTALLATION 9/12/2019-9/17/2019 PILE DESIGNATION 15 16 17 18 19 20 21 GRID LOCATION N/A N/A N/A N/A N/A N/A N/A Z O FINISH ELEVATION N/A N/A N/A N/A N/A N/A N/A F j PLANNED TOP OF PILE N/A N/A N/A N/A N/A N/A N/A W J W DEVIATION N/A N/A N/A N/A N/A N/A N/A O ORIZO TAL HDEVIATrION N/A N/A N/A N/A N/A N/A N/A INCLINATION ANGLE 90 90 90 90 90 90 90 d INCLINATION DEVATION N/A N/A N/A N/A N/A N/A N/A = REQUIRED MINIMUM N/A N/A N/A N/A N/A N/A _ N/A F. Z W TOTAL. INSTALLED J ABOVEGROUND rc LENGTH 7' 7' 7' 7' 71 71 71 0 NUMBER F 3 3 3 3 3 3 3 �O HELICES W O HELIX DIAMETER 1 0"/12"/14' 0"/12"/14' 0"/12"/14' 0"/12"/14' 0"/12"/14' 0"/12"/14' 0"/12"/14" W Z LENGTHS 7' 7' 7'. 7' 7' 7'. 7' O Z W HELICES N/A N/A N/A. N/A N/A N/A. N/A S< CUT-OFF LENGTH N/A NIA N/A N/A N/A N/A N/A DEPTH FT 7 4100 3600 3600 3200 4100 6500 420 II 14 3500 3100 3200 4100 6500 6600 4b f 21 3400 3200 4400 9800 3600 3800 \ t 28 2600 3200 2700 4200 3100 4200 9p G 0 35 2900 3800 2500 3200 2200 4000 340 g 42 3700 4200 4100 4100 7500 7600 90 49 9800 9600 9800 9800 56 q. •) z o < REQUIRED KIPS 20 KIPS � 20 KIPS 20 KIPS 20 KIPS 20 KIPS 20 KIPS G 20 S , li x FINAL KIPS 44 KIPS 43 KIPS 44 KIPS 44 KIPS 33 KIPS 33 KIPS 40 KIPS OTHER N/A N/A N/A N/A N/A N/A N/A PLANNED TYPE N/A N/A N/A N/A N/A N/A N/A rE O REQUIRED PENETRATION N/A N/A N/A N/A N/A N/A N/A O N MEAURED PENEESRATION N/A N/A N/A N/A N/A N/A N/A PILE MANUFACTURER INSTALLATION EQUIPII METHOD OF TORQUE INSTALLATION CONTRACTOR BROWNIE COMPANIES, LLC 3E FIELD REPRESENTATIVE JAMISON BROWNIE REVIEWER STILES ENG. r Brownie Companies LLC Helical Pile Installation ' Observation Record PROJECT NAME Pursues Boats New Facility PROJECT NUMBER 01212019 PROJECT LOCATION 3901 St Lucie Blvd.,FtPierce, FL DATE OF INSTALLATION 9/1212019-9/17/2019 PILE DESIGNATION 22 23 24 25 26 27 28 GRID LOCATION N/A N/A N/A N/A N/A N/A N/A o FINISH FLOOR ELEVATION NIA NIA N/A N/A N/A N/A N/A W PLANNED TOP OF PILE N/A N/A N/A N/A _ N/A N/A N/A J W DEVIATION N/A N/A. N/A N/A N/A N/A _ N/A O ORIZO TAL HDEVIATrION N/A N/A N/A N/A N/A N/A N/A N INCLINATION ANGLE 90 90 90 90 90 90 90 a INCLINATION N/A N/A N/A N/A N/A N/A N/A = REQUIRED MINIMUM N/A N/A N/A N/A N/A N/A N/A r Z W TOTALINSTALLED J ABOVEGROUND LENGTH 7' 7' 7' 7' 7' 7' 7' a w w g NUMBER OF HELICES 3 3 3 3 3 3 3 w O HELIX DIAMETER i ,, u 0 /12 /14' n , 0', /12 /14 0"/12"/14' 0"/12"/14' 0"/12"/14' , O'712"/14 0n /12'714" N Z LENGTHS 7- 7' 7' 7' 7' 7' 7' O Z . W HELICES N/A N/A N/A NIA N/A N/A N/A W CUT-OFF LENGTH N/A NIA N/A N/A N/A N/A _ N/A DEPTH FT 7 4400 4500 3900 5400 4700 4800 4900 14 5000 6500 3500 6700 3900 5500 / 21 3100 3700 2800 3100 2600 1900 28 3300 2400 2300 3100 3500 340 \ \ 1 0 35 2700 2200 2900 3400 3300 300Q 42 9200 8100 7400 7500 7600 7 1 0 49 — 56 o ¢. REQUIRED KIPS 20 KIPS 20 KIPS. 20 KIPS 20 KIPS 20: KIPS i, 20 KIPS`' ILUI FINAL KIPS 41 KIPS 36 KIPS 33 KIPS 33 KIPS 33 KIPS 34 KIPS 'W KIM -\ OTHER N/A N/A N/A NIA N/A N/A N/A PLANNED TYPE N/A N/A N/A N/A N/A N/A N/A on m � REQUIRED PENETRATION N/A N/A N/A N/A N/A N/A N/A v y PMEASIFIED NETRATION N/A N/A N/A N/A N/A N/A N/A PILE MANUFACTURER HELICAL INSTALLATION EQUIPMENT METHOD OF TORQUE MEASUREME INSTALLATION CONTRACTOR BROWNIE COMPANIES, LLC FIELD REPRESENTATIVE JAMISON BROWNIE RENEWER STILES ENG. +" Helical Pile Installation Brownie Companies, LLC Observation Record ------------------------------------------------------------------------ PROJECT NAME Pursuit Boats New Facility PROJECT NUMBER 012/2019 PROJECT LOCATION 3901 St. Lucie Blvd.,FLPierce, FL DATE OF INSTALLATION 9/1212019-911712019 PILE DESIGNATION 29 30 31 32 GRID LOCATION N/A N/A N/A N/A Z O_ FINIS ILEVATITIONR ,N/, N/A N/A N/A j PLANNED TOP OF PILE. NIA N/A N/A N/A W J IL DEVIATION N/A _ N/A N/A N/A ZO HORIZONTAL DEVIATION N/A N/A N/A N/A co INCLINATION ANGLE 90 90 90 90 "DEvIi oN N/A N/A N/A N/A = REQUIREDMINIMUM N/A N/A _ _N/A NIA Z W TOTAL INSTALLED J ABOVEGROUND LENGTH 7' 7' 7' 7' w NUMBER OF w o HELICES 3 3 3 3 w Q' HELIX DIAMETER 0"/12"/14' 0"/12"/14' 0"/12"/14' n n 0 /12 /14a z z LENGTHS 7-7' 7, 7' 0 Z I, HELICES N/A. N/A N/A N/A ,CUT-OFF LENGTH N/A N/A N/A N/A \\\\\ I I Of DEPTH FT 7 5300 3800 3900 4600 E 14 5200 5100 4700 4800 21 1900 1600 2700 3200 = Q 28 2900 1300 3200 3100 — 0 35 4100 2500 3600 2800 , 42 9500 7300 7200 7100 i 49 FL 56 / F Z 0, REQUIRED KIPS 20 KIPS 20 KIPS 20 KIPS 20 KIPS _ � r K FINAL KIPS 42 KIPS 32 KIPS 32 KIPS 31 KIPS t�j OTHER N/A N/A N/A N/A PLANNED TYPE N/A N/A N/A N/A 00 r REQUIRED PENETRATION N/A N/A N/A N/A W N MEASURED PENETRATION N/A N/A N/A N/A PILE MANUFACTURER HELICAL INSTALLATION EQUIPMENT _ METHOD OF TORQUE MEASUREME INSTALLATION CONTRACTOR BROWNIE COMPANIES, LLC FIELD REPRESENTATIVE JAMISON BROWNIE REVIEWER STILES ENG. W711 C, September 18, 2019 Mr. Jamison Brownie Brownie Companies, LLC 175 Boyd Road Fort Pierce, FL 34945 :wr /I07- 0579 �elesait eodr j- J�s'�vG�GG�o���.. PROFESSIONAL STRUCTURAL CONSULTANTS 850 NW Federal Hwy, Suite 172, Stuart, FL 34994 Voice: (772)223-9883 Cell: (772)2154080 SCANNED BY St. Lucie COunty RRt�zvED Sep-25 P@rml?0�9 St. Cu POCPBItmBOk Re: Helical Pile Installation Logs, Pursuit Boats, 3901 St. Lucie Blvd, Fort Pierce, FL Dear Mr. Brownie; To clarify the values input to the helical pile installation logs for the above referenced project, have provided the following report for your use. The "required kips" working load shown in the pile logs is 20 kips for all pile locations. This is a design requirement dictated by the EOR. This value is the maximum actual working load the pile component is expected to see in its service life and the minimum capacity load to which all piles must be installed. All piles are to be installed to have a "final kips" provided load that meets or exceeds this value. The "final kips" value in the logs is the actual real world installed "provided" working capacity. As can be seen in the logs, all real world pile capacities for this project exceed the required value of 20 kips, sometimes by quite a large value. If you have any questions or concerns, or if I can be of any future service, please do not hesitate to contact me. Res pe \° m1u��J .'` ����� T. S€iles Peet. P.Eg S.E. ` SjAtE OF �iAA FLOP //0SS1 ONP; ����� REVIEWED, NO ❑ REJECTED XCEPTIONS TAKEN ❑,—yR,�ESUBMIT REVIEWED AS NOTED m uO NOT RESUBMIT © SUBMIT SPECIFIED ITEM fka.:ow is only for general conformance with the design invent of the project and compliance with the information given in the contract documents. Any action shown is sutr;ect to the requirements of the plans and specifications. Contractor is responsible for dimensions which shall be confirmed and coordinated at the jobsite, fabrication processes, trsbniques of construction, coordination of all work with cahar trades and the satisfactory performance in accordance wi h the c mr to documents. DATE BY MIS M.L. Engineering, Inc. Consulting Engineer Vero Beach, Florida P:\2019\19-013 SEG GENERALUAMISON\PURSUIT\2\19-013.01 091819-01.doc W, ----------------------------------------------------------------------- Brownie Companies, LLC Helical Pile Installation Observation Record ------------------------------------------------------------------------ PROJECT NAME Pursuft Boats Now Facility PROJECT NUMBER 012/2019 PROJECT LOCATION 3901 St Lucie BIvd.,FLPIerce, FL DATE OF INSTALLATION 9112/2019-9/17/2019 PILE DESIGNATION 1 2 3 4 5 6 7 GRID LOCATION N/A N/A N/A N/A N/A N/A 0" 'FINISH FLOOR 7;. i .tKdQAik �a ' I'� �%JNW' I" zm&�g — V I I ENTA' �;q RNUIN/A-g; , .. 4'7�— 'i". ; "I'll PLANNED'L1,!$j' -A1A4'-`' A", 1q9Ax1W-" N/A N-Fkl I -wNIAVI W 'W "N/A Z DEVIATION -N/A,,. N /A A/A N/A 'N/A`' z0 HORIZONTAL DEVIATION N/A N/A N/A N/A N/A NIA N/A 0 INCLINATION ANGLE 90 90 90 90 90 90 90 0. INCLINATION DEVIATION N/A N/A N/A N/A N/A I N/A N/A M REQUIREDIK'v N�fl� ' N/A �' I ' I N/A 1 W I NIA, --N I.TOTAUNSTALLED, :e-q 1 I 71"..ZI-" LU iL ABOV16 GROUND LENGTH 71 71 7' 71 7' 7' 7' NUMBER OF I td 0 HELICES 3 3 3 3 1 3 3 3 HELIX DIAMETER 0-,/1 2'714'10"/12'714'10'712'714'1 0'712"/l 410712714'10'712'714'10'712'714" Z L�ING T z HEU CES I - NIA N/A—' - -.N/A N/A,,'j -1A/A ..-AA 1< 'N/A N/A N/A, N?A DEPTH FT) ( 7 4800 3500 3100 4900 3300 4100 4200 14 4200 3500 3600 2800 3800 3600 3900 21 7000 4800 4800 2700 3400 3500 --3-10-0 28 3100 2900 2800 2000 2800 43 11III/9/7' 35 4200 3300 2800 2900 2200 I 42 9300 7500 7200 7200 5600 49 56 Z. Pr- 92 REQUIRED9PS, '` OX1PS� 20-KIP6-o206SA '5" Li"�2"1KI"PS PSSn FINAL 733RFKIPSI vl��O�xr( Ng AIAIPS—'�: 33. KPSL� i31 IRSA KI 511 ips OTHER NIA N/A N/A;; I PLANNED TYPE N/A N/A N/A N/A N/A -�,`N N/A N/A PENETRATION N/A N/A N/A N/A N/A N/A N/A N PENETRATION N/A N/A N/A N/A N/A N/A N PILE MANUFACTURER INSTALLATION EQUIPI METHOD OF TORQUE I INSTALLATION CONTRACTOR BROWNIE COMPANIES LLC FIELD REPRESENTATIVE JAMISON BROWNIE — REVIEWER STILES ENG. -----------------------------------------------------------------------1 Brownie Companies, LLC E Helical Pile Installation ' Observation Record r , -------------------------------------------------------------------- PROJECT NAME Pursuit Boats New Facllily PROJECT NUMBER 012/2019 PROJECT LOCATION_ 3901 St. Lucie BNd.,FLPierce, FL DATE OF INSTALLATION 9/1212019-9/1712019 PILE DESIGNATION g 9 10 11 12 13 14 GRID LOCATION N/A N/A N/A N/A N/A N/A N/A Z; o FINISH FLOOR ELEVAnoN « ,. l'� �+n�. TT, �:q0 "� y,,,,,. .. .1..., .:. � � � RN/A �, _ _N/A' Q... ' W. PLANNED';—' TOPpF,PIIE «`.,x;.1✓ �iN/A. "::'V£a WA ?. ;_' N/A.."L ,� N/A�',� , I'N1A 4 WA M YS , -;;:,N A ,w._. DEvinnoN• ''..-N/A N/A '� , �N/A..�.? �N/A 'N%A'N/A' <<�N/A - HORIZONTAL o DEVIATION N/A N/A N/A N/A N/A N/A N/A OINCLINATION ANGLE 90 90 90 90 90 90 90 d IDEVIAONN N/A N/A N/A N/A N/A N/A N/A _ REQUIRED MINIMUM. N/A ik: , NIA ; e N/A `,. N/A,- N/A , ,. N/A �w .,N/A zTOTAL INSTALLED I•� '� wet*:jl,t Y. - vy+.:u y,. c+re ••. J • -ABOVE GROUND 1 Y LENGTH 7' 7' 7' 7' 7' 7' 7' io NUMBEROF 3 3 3 3 3 3 3 O HELIX DIAMETER u n 0 /12 /14' n 1 0 /12"/14 rr r 0"!12 /14 n 0"/12 /14' n n r 0 /12 /14 n ' r 0 /12 /14 n n 0 /12 /14u iO1 ,LENGTHS 1 - 7! %r .7.' co eEucEs N/A N/A TWA :.4 _ N/A €. "'N/A UJIZ ..A .. - :NlA CUT-OFFL&CiH N/A N/A `�.N/A.' N/A N/A N/A r' 4_ N/A DEPTH FT 7 4100 4100 3400 4600 3700 3100 3700 14 2800 3400 3800 4500 3100 3400 3600 21 2900 3600 4100 6000 5100 2800 3000 r 26 3400 2800 2600 3500 3100 2900 0 35 2400 3200 2900 2600 2700 50 \ M70A��/, 42 5400 5900 5900 8900 7200 S 49 0 ."" V 56 \ *;yr REQUIREowPs 2oRIPS t r !20 KIPS, ? V >a 10 KIPS: y20 KIPS 20 KIPSyw �''''• 7ATE Fi 9201K P.Sf: FINAL KIPS '� r S'k''1�'.3 KIP_S ) '_ .`'f.: °' .}s�pyy _24,KIP-S.0 326 .26.KIPS° _40 KIPS 32:KIP-Sid 3'?�30:K1PtWN r oTrfiii N/A `_ N/A N/A \\1\ PLANNED TYPE N/A N/A N/A N/A N/A N/A N/A O ram- REQUIRED PENETRATION N/A N/A N/A N/A N/A N/A N/A N MEASURED P NETRATION N/A N/A N/A N/A N/A N/A N!A PILE MANUFACTURER INSTALLATION EQUIPI METHOD OF TORQUE INSTALLATION CONTRACTOR BROWNIE COMPANIES LLC FIELD REPRESENTATIVE JAMISON BROWNIE REVIEWER STILES ENG. -----------------------------------------------------------------------r Brownie Companies, LLC 'Helical Pile Installation Observation Record PROJECT NAME PusuN Boats New Facility PROJECT NUMBER 012/2019 PROJECT LOCATION_ _ 3901 St Lucie Btyd.,FLPierce, FL DATE OF INSTALLATION 9/1212019-9/1712019 PILE DESIGNATION 15 16 17 18 19 20 21 GRID LOCATION N/A N/A N/A N/A N/A N/A N/A ' a f FELEVA,LOOR° i ,ELEv�r_ION, ..y e -.N/A> tN/A 4L:;-. N/A .: _NIA IV/Ai kN/A .,,N/kC. WaPLMINEDIF ' TQPOFeILE;x {r,„ w < a:_a • } :,,, ., as , ` _..N'Y.o- '• "i'3'?.J;" ' .,N/A _ :.1N/A _N/A _ _ N/A'+� 3 N�/A N/A ; F'N/A N/A NIA .. _ 'N/A N/A N/A ; N/A' . ' ` z O HORIZONTAL DEVIATION N/A N/A I N/A N/A N/A N/A N/A f 0 INCLINATION ANGLE 90 90 90 90 90 90 90 a INCLINATION DEEVIATION N/A N/A N/A N/A N/A N/A N/A REQUIRED mtilMl N/A. IA/A {;;. N/A N/A,<. N/A ,. ..i N/A a :N/A'.- Z' TOTALINSTALLED ABOVEGROUND LENGTH 7' 7' 7' 7' 7' 7' 7' w E O NUMBER OF HELICES 3 3 3 3 3 3 3- HELIX DIAMETER n 0"/12 /14' - r 0 /12"/14 n n 0 /12 /14' r n 0/'12 /14' ' 0 /12"/14' n r r 0 /12/'14 u r u 0 /12/'14 o - LENGTHS 7r 7t, T 7r, T. 1 -'.T 7! OZ5 w . , HELICES - N/A'-' .`..: N/A ; , ' N/A .. N/A _ _ N/A NIA N/A CUT-OFF LENGrH N/A 'N/A , . N/A - N/A N/A N/A N/A - DEPTH F"f 7 4100 3600 3600 3200 4100 1 6500 4200 14 3500 3106 3200 4100 6500 6600 3400 21 3400 3200 4400 9800 3600 3800 111132 28 2600 3200 2700 4200 3100 E 0 35 2900 3800 2500 3200 2200 ,4 0 - 0 J`' 42 3700 4200 4100 4100 7500 60n, 0 , 49 9800 9600 9800 9800 56 r F z REQUIRED KIPS 20,KIPS 20 KIPS '. `20 KIP•&.; ..,, 20 KIP" ,� 20 KIPS,iz ZF1,RIt�S d .o�1R1 WLLKPS *p ' Fl1.2 44,KIPS :s43 KIPS.. KIPS' 44 KIPS KIPS :360P ,`.;44 - :33 k ' ` OTHER N/A. N/A ` , ,NlA-' „-'N/A. N/A . caz N/A .., ,_ N/A'` PLANNED TYPE N/A N/A N/A N/A N/A N/A N/A O a REQUIRED PENETRATION N/A N/A N/A N/A N/A N/A N/A N URED PENETRATION N/A N/A N/A N/A N/A N/A N/A PILE MANUFACTURER INSTALLATION EQUIP METHOD OF TORQUE FIELD REPRESENTATIVE JAMISON BROWNIE INSTALLATION CONTRACTOR BROWNIE COMPANIES LLC REVIEWER STILES ENG. ------------------------------------------------------------------------ Helical Pile Installation Brownie Companies, LLC Observation Record L------------------------------------------------------------------------ PROJECT NAME Pursuft Boats New Facility PROJECT NUMBER 01212019 PROJECT LOCATION 3901 H Lucie Blvd.,FtPlerce, FL DATE OF INSTALLATION 9/12/2019-9/17/2019 PILE DESIGNATION 22 23 24 25 26 27 28 GRID LOCATION N/A N/A N/A N/A N/A N/A N/A Z��FINISHFUDOR J.NtA-*,':-O-' ' V• -&N -:-,WA-A _d`N/A Pax-!" /A W-N -j& �j N i� V. tk�. 1 IN 1A W -Llf i-'4N/A' L W DEVIATION, A/A' "'N/A N/A N/Ar :N;W7 N/A N/A. z HORIZONTAL DEVIATION N/A N/A N/A N/A N/A N/A N/A 0 P i-n 0 INCLINATION ANGLE 90 90 90 90 90 90 90 IL INCLINATION DEVIATION N/A N/A N/A N/A N/A N/A N/A REQUIREDMINMfM N/A NIA _ -MA A .,N/A- N/A, N/A z -TC�Tfi�jLNST,�Udi'D: -5 ABOVE GROUND LENGTH 7- 7' 7' 7 7' 7' 7' w NUMBER OF HELICES 3 1 3 3 3 3 3 3 HELIX DIAMETER 0712'714'10-712-714'10'712'714'10"112"/14'10'712'714'10'712'714'10"/12'714" •z 0 LENGTHS Ef T, 7' 7' 7' zN. HELICES N/A NA", 14 /A N/A 1-N/A NIA7- --,N/A-, W CLr`T.OFF LENGTH N/A -NiA, N/A N/A N/A N/A N/A, DEPTH FT 7 4400 4500 3900 5400 4700 4800 4900 14 5000 6500 --370-0 3500 6700 3900 55 W IIIAW0. I 21 3100 2800 3100 00 2600 28 3300 2400 2300 3100 35000 00 35 2700 2200 2900 3400 330 3'DOD,,N- -�400-f\ 42 9200 8100 7400 7500 7600 170gpE 4929WM, 49 56 S1 OF It= UF fEGUIKIPS 20,KIPS. 20KIIPS.<'JMKIPS'-� .20!KIPS f! .,20.KIPS ". NRED rFlNAL - K1 1PS' - KIPS 36 , 33 k41- 1k.; 07-HER 1- N/A," 1 N/A N/A N/A N/A - -N/A WA PLANNED TYPE --REQUIRED N/A N/A N/A N/A N/A N/A N/A 0 F PENETRATION N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A PILE MANUFACTURER HELICALAN INSTALLATION EQUIPMENT METHOD OF TORQUE MEASUREMENT INSTALLATION CONTRACTOR BROWNIE COMPANIES- LLC FIELD REPRESENTATIVE JAMISON BROWNIE REVIEWER STILES ENG. -------------------------------------------------------------------------- Brownie Companies, LLC Helical Pile Installation Observation Record ------------------------------------------------------------------------ PROJECT NAME Pursuit Boats New Facility PROJECT NUMBER 012/2019 PROJECT LOCATION 3901 SL Lucie Blvd.,FtPierce, FL DATE OF INSTALLATION 9/12/2019-911712019 PILE DESIGNATION 29 30 31 32 GRID LOCATION N/A N/A N/A N/A o =A =,9, ;;-i i W& NifiA NVA%A. 2' uj� > :,TOP mpli-g V N/A :;1 MA--. ILI, :DEVIATION N/A WA N/A z HORIZONTAL DEVIATION N/A N/A N/A N/A 0 I= U) 0 INCLINATION ANGLE 90 90 90 90 INCLINATION N/A N/A N/A N/A EDM mu` REQUIRED MiNI NIA NIA N/A- z T ALI TOTAL INSTALLED' STALLED --N/A ABOVEGROUND , L L ENGTH 7' 7- 7- 7- NUMBER OF 0 HELICES 3 3 3 3 O HELIX DIAMETER hO"/12"/14'10"/12"/14'10"/12"/14- 10"/12"/14 z 0 UENGTHS 7" z OF N/A MA N/A- N/A LU �c 1W CUT-OFFLENGTH N/A W NA _4 DEPTH FT 7 5300 3800 3900 4600 14 5200 —1-9-00 5100 --16-00 4700 ---0-00 4800 —3200 21 --29—()0--13-00- 28 3200 .3100 35 — 4100 2500 3600 2800 42 9500 7300 7200 7100 49 56 STA E FS REQUIRED IOPS 0XPS--Y-, 20.KIPS' - kKIpsw, 20 KIPS o, "/a 4N--- FINAL KIPS, `32 432 APS, �,i� K 12. OTHER N/A VA. NIA T N/A PLANNED TYPE N/A N/A N/A N/A REQUIRED PENETRATION N/A NIA N/A N/A EASURED PENETRATION N/A N/A N/A N/A PILE MANUFACTURER INSTALLATION EQUIPI METHOD OF TORQUE I FIELD REPRESENTATIVE JAMISON BROWNIE INSTALLATION CONTRACTOR BROWNIE COMPANIES. LLC REVIEWER STILES ENG. -------------------------------------------------------------- 1 1 Helical Pile Installation Brownie Companies, LLC Observation Record 1 PROJECT NAME Pursuit Boats New Facility PROJECT NUMBER 012/2019 PROJECT LOCATION 3901 SL Lucie Blvd.,FLPierce, FL DATE OF INSTALLATION 9/1212019-9/17/2019 PILE DESIGNATION 33 34 35 36 37 38 39 GRID LOCATION N/A N/A N/A N/A N/A N/A N/A Z O FINISH FLOOR ELEVATIONS NIA N/A N/A N/A N/A N/A N/A H W PLANNED TOP OF PILE N/A N/A N/A NIA N/A N/A N/A J w DEVIATION N/A N/A N/A NIA N/A N/A N/A z HORIZONTAL N N/A N/A N/A N/A N/A N/A N/A OINCLINATION ANGLE 85 85 85 85 85 85 85 d INCLINATION DEVATION N/A N/A N/A N/A N/A N/A N/A = REOUIREDMINIMUM N/A N/A N/A N/A N/A N/A N/A f Z W TOTAL INSTALLED ABOVEGROUND LENGTH 71 7' 7' 7' 7' 71 7' Q W o NUMBER OF HELICES 3 3 3 3 3 3 3 w O HELIX DIAMETER 0"/12"/14' 1 0"/12"/14' 0"/12"/14' 0"/l 2'714' 0"/12"/14' 0"112"/14' O'712"/14" oLENGTHS 71 7' 7' 7' 7' 7' 7' Z HELICES N/A N/A N/A N/A N/A N/A N/A rW W CUTOFF LENGTH N/A N/A N/A N/A N/A N/A N/A DEPTH FT 7 3300 4400 3800 4100 3200 2800 2600 14 3100 4200 3700 4300 3500 4300 \\ / 21 1700 2500 2500 2600 1400 260 \ \12 28 2100 3200 2600 2100 1200 1 0)� 0 35 2300 3100 4900 5600 4600 W0 V 680 42 8900 9800 9400 7700PEI 49 i F Z 0 < REQUIRED KIPS 20 KIPS 20 KIPS 20 KIPS 20 KIPS 20 KIPS 20 FINAL KIPS 40 KIPS 44 KIPS 42 KIPS 25 KIPS 34 KIPS 27 KIPS �U r OTHER N/A N/A N/A N/A N/A N/A N/A F PLANNED TYPE N/A N/A N/A N/A N/A N/A N/A O f REQUIRED PENETRATION N/A N/A N/A N/A N/A N/A N/A y MEASURED PENETRATION N/A N/A N/A N/A N/A N/A N/A PILE MANUFACTURER HELICAL ANCHORS INC. INSTALLATION CONTRACTOR BROVINIECOMPANIES. LLC INSTALLATION EQUIPMENT PRO -DIG 12K SINGLE SPEED METHOD OF TORQUE MEASUREMENT IN -LINE PRESSURE GAUGES INTELLI TORQUE DIGITAL TORQUE MONITOR JI` FIELD REPRESENTATIVE JAMISON BROWNIE REVIEWER STILES ENG. ------------------------------------------------------------------------- Helical Pile Installation Brownie Companies, LLC I Observation Record PROJECT NAME Pursuit Boats New Facility PROJECT NUMBER 012/2019 PROJECT LOCATION 3901 St Lucie Blvd.,Ft.Pierce, FL DATE OF INSTALLATION 9/12/2019-9119/2019 PILE DESIGNATION 40 41 42 43 44 45 46 GRID LOCATION N/A N/A N/A N/A N/A N/A N/A Z O_ FINISHFLOOR ELEVATION N/A N/A N/A N/A N/A N/A N/A j PLANNED TOP OF PILE N/A _ N/A N/A N/A N/A N/A N/A W J W DEVIATION N/A N/A N/A N/A N/A N/A N/A ZO HORIZONTAL N/A N/A N/A N/A N/A N/A N/A INCLINATION ANGLEEn 85 85 85 85 85 85 85 D. INCLINATION N/A N/A N/A N/A N/A N/A N/A = REQUIRED MINIMUM N/A. N/A N/A N/A N/A N/A N/A Z W TOTAL INSTALLED J ABOVE GROUND rc LENGTH 7' 7' 7' 7' 7' 7' 7' w o NUMBER OF 3 3 3 3 3 3 3 HELICES w O HELIX DIAMETER 0'712'714' O'712'714' O'712'714' O'712'714' O'712'714' O'712"/14' O'712'714" to LENGTHS 7' 7' 7' 7' 7' 7' 7' O Z W HELICES N/A N/A N/A N/A N/A - N/A N/A _ � cur-0OFF N/A N/A N/A N/A N/A N/A N/A DEPTH(FT)ICI 7 2700 2500 2700 4500 3500 3 9 L 14 2600 3600 2800 4900 3000 21 1300 2000 2000 2600 2800 800.' 28 800 2500 2900 2500 3200 1800 0 35 3800 3500 3200 5600 4100 - 8 0 200 42 6900 6200 7100 8900 5800 = 800 800 49 - % 1 56 p'•, �i .0 ' / NAL z 0, REQUIRED KIPS _ 20 KIPS' 20 KIPS 20 KIPS 20. KIPS 20 KIPS 20 KIPS / 1 / Y�' WIPS z. K FINAL KIPS 31 KIPS 28 KIPS 31 KIPS_ 40 KIPS 26 KIPS 1 44 KIPS 44 KIPS U r OTHER N/A N/A N/A N/A N/A N/A N/A PLANNED TYPE N/A N/A N/A N/A N/A N/A N/A O REQUIRED PENETRATION N/A N/A N/A N/A N/A N/AE owlMEASURED PENETRATION NIA N/A N/A N/A N/A N/A E/A PILE MANUFACTURER H INSTALLATION EQUIPMENT METHOD OF TORQUE MEAS INSTALLATION CONTRACTOR BROWNIE COMPANIES. LLC FIELD REPRESENTATIVE JAMISON BROWNIE REVIEWER STILES ENG. -----------------------------------------------------------------------, Brownie Companies, LLC ; Helical Pile Installation Observation Record ---------------------------------------------------------------------- PROJECT NAME Pursuit Boats New Facility PROJECT NUMBER 012/2019 PROJECT LOCATION 3901 St Lucie Blvd..Ft.Pierce, FL DATE OF INSTALLATION 9/12/2019-9/19/2019 PILE DESIGNATION 47 48 49 50 51 52 53 GRID LOCATION N/A N/A N/A N/A N/A N/A N/A Z O FINISH FLOOR ELEVATION N/A N/A N/A N/A N/A N/A N/A W PLANNED TOP OF PILE N/A N/A N/A N/A N/A N/A N/A J W DEVIATION N/A NIA N/A N/A N/A N/A N/A o HORIZONTAL DEVIATION N/A N/A N/A N/A N/A N/A N/A OINCLINATION ANGLE 85 85 85 85 85 85 85 Q. INCLINATION DEVIATION N/A NIA N/A N/A N/A N/A N/A = REQUIRED MINIMUM N/A N/A N/A N/A N/A N/A N/A F- Z LU TOTAL INSTALLED — J ABOVEGROUND LENGTH 7' 7' 7' 7' 7' 7' 7' NH � o HELICER ES 3 3 3 3 3 3 3 w O HELIX DIAMETER 0712'714' 0712'714' O'712'714' 0"/12"/l4' O'712"/14' O'712'714' 0"/12'714" z Z LENGTHS 7' 7' 7' 7' 7' 7' 7' O Z HELICES N/A I N/A N/A N/A N/A N/A N/A Lu I CUT-OFF LENGTH N/A N/A N/A N/A N/A N/A N/A DEPTH FT // 7 4500 4100 3800 3300 2800 51 \L 14 4100 3600 3500 2500 2900 21 1800 3500 2400 2200 200 00; 220 t 28 3400 2100 2100 1800 2300 E ZW- 0 35 7200 3700 3100 7200 3400 = 3800 2800 42 9800 9700 6900 800 49 -O `, 56 ilz z 0, REQUIRED KIPS 20 KIPS 20 KIPS 20. KIPS 20 KIPS 20 KIPS 20 KIPS 20 KIPS i FINAL KIPS 32 KIPS 44 KIPS 43 KIPS 32 KIS 31 KIPS 44 KIPS 43 KIPS r OTHER N/A N/A N/A N/A N/A N/A N/A PLANNED TYPE N/A N/A N/A N/A N/A N/A N/A O r REQUIRED PENETRATION NIA N/A N/A N/A N/A N/A N/A N N P NEETTRATEON N/A N/A N/A N/A N/A N/A N/A PILE MANUFACTURER HELICAL ANCHORS INC. INSTALLATION CONTRACTOR - BROWNIE COMPANIES, LLC INSTALLATION EQUIPMENT PRO -DIG 12K SINGLE SPEED METHOD OF TORQUE MEASUREMENT IN -LINE PRESSURE GAUGES INTELLI TORQUE DIGITAL TORQUE MONITOR FIELD REPRESENTATIVE JAMISON BROWNIE REVIEWER STILES ENG. -----------------------------------------------------------------------, Helical Pile Installation Brownie Companies, LLC I Observation Record L----- ------------------------------------ ----------------------------= PROJECT NAME Pursuit Boats New Facility PROJECT NUMBER 01212019 PROJECT LOCATION 3901 St Lucie Blvd.,FtPierce, FL DATE OF INSTALLATION 9/12/2019-9119/2019 PILE DESIGNATION 54 55 56 57 58 59 60 GRID LOCATION N/A NIA N/A N/A N/A N/A N/A Z 0 FINISH FLOOR ELEVATION N/A N/A N/A N/A N/A N/A N/A W PLANNED TOP OF PILE N/A N/A N/A N/A N/A N/A N/A J W DEVIATION N/A _ N/A N/A N/A N/A NIA N/A O HORIZONTAL DEVIATION N/A N/A N/A N/A N/A N/A N/A N INCLINATION ANGLE 85 85 85 85 85 85 85 a INCLINATION N/A N/A NIA N/A N/A N/A N/A = REQUIRED MINIMUM N/A N/A N/A NIA N/A N/A N/A 0 W TOTAL INSTALLED J ABOVEGROUND T LENGTH 7' 7' 7' 7' 7' 7' 7' oNUMBER F HELICES 3 3 3 3 3 3 3 w O HELIX DIAMETER 0"/12'714' 0"/12"/l4' 0"/12"114' 0"/12'714' 0"/12"/l4' O'712"/14' O'712"/14" m z LENGTHS 7' 7' 7' 7' 7' 7' 7' 0 Z HELICES N/A N/A N/A N/A N/A N/A N/A W F W CUT-OFF LENGTH N/A NIA N/A N/A N/A N/A N/A DEPTH FT 7 3100 2800 3500 4100 4200 4800 4600 14 2200 2200 2800 5100 4100 340 \\ tj 21 2100 2400 2500 3100 2300 1 28 2800 1400 1800 2300 2200 0 0, 0 35 3800 2600 2500 3400 3900 �42 6 \j 5200 '. 42 9100 7900 5700 9800 8900 8800 4 49 56 is ; i i o <REQUIRED KIPS 20 KIPS 20 KIPS 20 KIPS 20 KIPS 20 KIPS 2I:AYSA 9� 4,141%\PS -712 FINAL KIPS 40 KIPS 35 KIPS 25 KIPS 44 KIPS 40 KIPS39KIPS / d' U r OTHER N/A N/A N/A N/A N/A N/A N/A PLANNED TYPE N/A N/A N/A N/A N/A N/A N/A F O r REQUIRED PENETRATION N/A N/A N/A N/A N/A N/A N/A N MEASURED PENETRATION N/A N/A N/A N/A N/A N/A N/A PILE MANUFACTURER HELICAL ANCHORS INC. INSTALLATION CONTRACTOR BROWNIE COMPANIES.LLC INSTALLATION EQUIPMENT PRO -DIG 12K SINGLE SPEED METHOD OF TORQUE MEASUREMENT IN -LINE PRESSURE GAUGES INTELLI TORQUE DIGITAL TORQUE MONITOR FIELD REPRESENTATIVE JAMISON BROWNIE REVIEWER STILES ENG. ---------------------------------------------------------------------- Helical Pile Installation Brownie Companies, LLC Observation Record ------------------------------------------------------------------------ PROJECT NAME Pursuk Boats New Facility PROJECT NUMBER 012/2019 PROJECT LOCATION 3901 SL Lucie BNd.,FtPierce, FL DATE OF INSTALLATION 9/1212019-9/19/2019 PILE DESIGNATION 61 62 63 64 GRID LOCATION N/A N/A N/A N/A Z p FINISH FLOOR ELEVATION N/A N/A N/A N/A W PLANNED TOP OF PILE N/A N/A _ N/A - N/A J W DEVIATION N/A N/A N/A N/A 0 HORIZONTAL N/A N/A N/A N/A P INCLINATION ANGLE 85 SrJ 1 85 85 d INCLINATION DEVIATION N/A N/A N/A N/A = REQUIRED MINIMUM N/A. N/A N/A N/A Z W TOTAL INSTALLED J ABOVEGROUND LENGTH 7' 7' 7' 7' rc NUMBER F �0 �O HELICES 3 3 3 3 w O HELIX DIAMETER 0"/12"714' 0"/12"/14' O'712'714' O'712'714" ul Z LENGTHS 7' 7' 7' 7' -.. O WW HELICES N/A N/A N/A.. N/A W CUT-OFF LENGTH NIA N/A N/A _ _N/A DEPTH FT 7 3000 3000 3000 2800 14 2100 2200 1200 1900ILES. 21 2400 2800 2000 2400 1\� t 28 2200 1600 3100 2500 0 35 3900 3600 3900 3500 42 8900 7800 8100 9200 49 56 o , STA z 9 < REQUIRED KIPS _ 20 KIPS 20 KIPS 20 KIPS 20 KIPS - i ONAL z FINAL KIPS 40 KIPS 35 KIPS 36 KIPS 41 KIPS OTHER N/A N/A. N/A N/A PLANNED TYPE N/A N/A N/A N/A O 9 REQUIRED PENETRATION N/A .N/A N/A N/A w01MEASURED PENETRATION N/A N/A N/A N/A PILE MANUFACTURER INSTALLATION EQUIPP METHOD OF TORQUE INSTALLATION CONTRACTOR _ BROWNIE COMPANIES, LLC FIELD REPRESENTATIVE JAMISON BROWNIE REVIEWER STILES ENG. F1.Si JI ° WJ. T _ FSt /I WJ. �jd CO WJ.I _y F].Bp I 1 f5f.R6 FROMDE.s ,D,,NND AT WTDMN mT. U.O.N.) W1 a0 D IWJ. MO. 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