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HomeMy WebLinkAbout160 NETTLES BLVD PILE LOGS (1-23) SNS----------------------------- ---------------------------------------- Brownie Structural ---------------------------------------------------------------------- PROJECT NAME WIERSEMA RESIDENCE PROJECT NUMBEF Helical Pile Installation Observation Record 006-2022 PROJECT LOCATION 160 NETTLES BLVD. JENSEN BEACH, FL 34957 DATE OF INSTALLATION 2/3/2022-2/4/2022 PILE DESIGNATION 1 2 3 4 6 6 7 GRID LOCATION N/A NSA N/A N/A N/A N/A N/A Z FINISH FLOOR 0 ELEVATION Q PLANNED W TOP OF PILE J W DEVIATION N/A N/A N/A N/A N/A N/A N/A HORIZONTAL ION N/A N/A N/A N/A N/A N/A N/A z o INCANGLEION 90 90 90 90 90 90 90 p-. INCLINATION DEVIATION N/A N/A N/A N/A N/A N/A N/A 'r REQUIRED MINIMUM N/A N/A N/A N/A N/A N/A N/A Z TOTALINSTALLED W J ABOVEGROUND N/A N/A N/A N/A N/A N/A N/A LENGTH 7' 7' 7' 7, 7, 7' 7' Q w WHELICES NUMBER OF 2 2 2 2 2 2 2 HELIX DIAMETER 12' /14" 12"/14" 12"/14" 12' /14" 12" /14" 12' /14" 12' /14" z Z O LENGTHS T 7'7' T T T T W HELICES N/A N/A N/A N/A N/A N/A N/A CUT-OFF LENGTH N/A N/A N/A N/A N/A N/A N/A (6 DEPTH FT co7 800 700 900 600 500 500 600 LL 14 1700 2100 2600 1800 2000 2100 2200 21 6500 6200 6700 6200 6200 6400 6500 z W 28 "Es' ., Digi ally signed 35 - ; EN' -by-T meths < _+: No. 492 * 0 ':+' - Stile Peet WESTATE o '4oR Date: 2022.03.04 0O - ''iss/ NAi ..•G.�` �11:5 :50-05'00' o < rApArITV ULTIMATE 25 TON 25 TON 25 TON 25 TON 25 TON 25 TON 25 TON Z FINAL ULTIMATE V CAPACITY 29.25 TONS 27.9 TONS 30.15 TONS 27.9 TONS 27.9 TONS 28.8 TONS 29.25 TONS' W F 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 MEASURED PENETRATION N/A N/A N/A N/A N/A N/A N/A PILE MANUFACTURER Helical Anchors, Inc. INSTALLATION CONTRACTOR BROWNIE STRUCTURAL INSTALLATION EQUIPMENT 16K Digga Torque Motor METHOD OF TORQUE MEASUREMENT CTS Concept TORQ-HUB FIELD REPRESENTATIVE Jamison Brownie REVIEWER Stiles Engineering Group ----------------------------------------------------------------------- Brownie Structural Helical Pile Installation Observation Record PROJECT NAME WIERSEMA RESIDENCE PROJECT NUMBER 006-2022 PROJECT LOCATION 160 NETTLES BLVD. JENSEN BEACH, FL 34957 DATE OF INSTALLATION 2/3/2022-2/4/2022 PILE DESIGNATION g 9 10 11 12 13 14 GRID LOCATION N/A NIA N/A N/A N/A N/A N/A Z FINISH FLOOR O ELEVATION Q PLANNED W TOP OF PILE J W DEVIATION N/A N/A N/A N/A N/A N/A N/A HDEVIIAOT ONL N/A N/A N/A N/A N/A N/A N/A z o INCLINATION ANGLE 90 90 90 90 90 90 90 d INCLINATION DEVIATION N/A N/A N/A N/A N/A N/A N/A a REQUIRED MINIMUM N/A N/A N/A N/A N/A N/A N/A I- Z TOTAL INSTALLED W J ABOVEGROUND N/A N/A N/A N/A N/A N/A N/A LENGTH 7' 7' 7' 7' 7' 7' 7' Q w o NUMBER OF HELICES 2 2 2 2 2 2 2 W HELIX DIAMETER 12'714" 12"114" 12"114" 12"/14" 12'714" 12"/14" 12'714" z Z O LENGTHS 7' 7' 7' 7' 7' T T z W HELICES N/A N/A N/A N/A N/A N/A N/A r W CUT-OFF LENGTH N/A N/A N/A N/A N/A N/A N/A DEPTH FT co7 700 500 700 400 800 600 800 U_ 14 1800 1500 2000 2200 1700 2200 21 _1400 6200 2800 2500 3800 3500 6000 3500 w 28 3200 6000 6100 6800 REFUSAL 2 35 7500 --- ��,������� Digit Ily signed \ h�?. GENg' w Fes'; by Tl Otily * Stile Peel` p O _9. ; p •, STATE %°� . ��oR\o.:G,�`� " Date, 2022.03.04 �. 11:5 :06 -05 00' NM- o a ULTIMATE rAPArlTV 25 TON 25 TON 25 TON 25 TON 25 TON 25 TON 25 TON Z FINAL ULTIMATE U CAPACITY 27.9 TONS 33.75 TON 27 TONS 27.45 TON 30.6 TONS 50 TONS 27 TONS cc af PLANNED TYPE N/A N/A N/A N/A N/A N/A N/A O H W REQUIRED PENETRATION N/A N/A N/A N/A N/A N/A N/A MEASURED PENETRATION N/A N/A N/A N/A N/A N/A N/A PILE MANUFACTURER Helical Anchors, Inc. INSTALLATION CONTRACTOR BROWNIE STRUCTURAL INSTALLATION EQUIPMENT 16K Digga Torque Motor METHOD OF TORQUE MEASUREMENT CTS Concept TORQ-HUB FIELD REPRESENTATIVE Jamison Brownie REVIEWER Stiles Engineering Group ----------------------------------------------------------------------- Brownie Structural ---------------------------------------------------------------------- Helical Pile Installation Observation Record PROJECT NAME WIERSEMA RESIDENCE PROJECT NUMBER 006-2022 PROJECT LOCATION 160 NETTLES BLVD. JENSEN BEACH, FL 34957 DATE OF INSTALLATION 2/3/2022-2/4/2022 PILE DESIGNATION 15 16 17 18 19 20 21 GRID LOCATION N/A N/A N/A N/A N/A N/A NIA Z FINISH FLOOR O ELEVATION Q PLANNED W TOP OF PILE J W DEVIATION N/A N/A N/A N/A N/A N/A N/A L HORIZONTAL N/A N/A N/A N/A N/A N/A N/A O U) INCLINATION ANGLE 90 90 90 90 90 90 90 d INCLINATION DEVIATION 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 H Z TOTAL INSTALLED W J ABOVEGROUND N/A N/A N/A N/A N/A N/A N/A tr LENGTH 7f 7, 71 7' 7, 7' 7, Q w o NUMBER OF HELICES 2 2 2 2 2 2 2 W O HELIX DIAMETER 1 2"/14" 1 2'714" 12"/14" 12' /14" 12"/14" 12'714" 12"114" z Z O LENGTHS 7' 7' 7' 7' 7' 7' 7' ZHELICES �W— 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 m 7 700 800 700 500 1800 800 400 LL 14 1800 4200 2000 2000 2100 1800 2600 N 21 6200 900 5200 4900 6200 6100 6000 28 6000 2600 1800 W 35 6100 6400 s Digit ally signed Q �� ,CE^s..F ', by Timothy W W , = Stile Pee _ STATE = oT . Dat : 2022.03.04 0 F-' ! fSr N M- CMG • 1:5 :31—05 00, Z o a ULTIMATE 25 TON 25 TON 25 TON 25 TON 25 TON 25 TON 25 TON Z � FINAL ULTIMATE R CAPACITY 27.9 TONS 27 TONS 27.45 TONSS 28.8 TONS 27 TONS 27.9 TONS 27.45 TONS WU 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 fn U) MEASURED PENETRATION N/A N/A N/A N/A N/A N/A N/A PILE MANUFACTURER Helical Anchors, Inc. INSTALLATION CONTRACTOR BROWNIE STRUCTURAL INSTALLATION EQUIPMENT 16K Digga Torque Motor METHOD OF TORQUE MEASUREMENT CTS Concept TORO-HUB FIELD REPRESENTATIVE Jamison Brownie REVIEWER Stiles Engineering Group ----------------------------------------------------------------------- Brownie Structural L---------------------------------------------------------------------- - PROJECT NAME WIERSEMA RESIDENCE PROJECT NUMBEF Helical Pile Installation Observation Record 006-2022 PROJECT LOCATION 160 NETTLES BLVD. JENSEN BEACH, FL 34957 DATE OF INSTALLATION 2/3/2022-2/4/2022 PILE DESIGNATION 22 23 GRID LOCATION N/A N/A Z FINISH FLOOR 0 ELEVATION Q PLANNED W TOP OF PILE J W DEVIATION N/A N/A HORIZONTAL O DEVIATION N/A N/A FO INCLINATION NG 90 90 d INCLINATION DEVIATION N/A N/A REQUIRED MINIMUM N/A N/A F- Z TOTAL INSTALLED W J ABOVE GROUND N/A N/A } LENGTH 7' 7' w NUMBER OF p HELICES 2 2 W O HELIX DIAMETER 1 2"114" 12"/14" Z LENGTHS 71 71 O Z HELICES NIA NIA W W CUT-OFF LENGTH N/A N/A Uj DEPTH FT m 7 400 600 LL 14 1_700 1700 21 3400 3800 W 28 _ _. _ 1500 - ' —6200 _ Digitallysi g ned 2 Of 35 7100 . c�� Es• p �?••�pENs' , �>"; — y Ti othy - Stile Peet a '�°T'•.STATE : �``/ Date, 2022.03.04 oR�o o , S'aNAt ,, 11:5 Aa -05 00 o a ULTIMATE 25 TON 25 TON Z FLrr FINAL ULTIMATE M FtCAPACITY 31.95 TONS 27.9 TONS W U PLANNED TYPE N/A N/A O FPENETRATION REQUIRED N/A N/A 0 U) MEASURED PENETRATION N/A N/A PILE MANUFACTURER Helical Anchors, Inc. INSTALLATION CONTRACTOR BROWNIE STRUCTURAL INSTALLATION EQUIPMENT 16K Digga Torque Motor METHOD OF TORQUE MEASUREMENT CTS Concept TORQ-HUB FIELD REPRESENTATIVE Jamison Brownie REVIEWER Stiles Engineering Group