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HomeMy WebLinkAboutHELICAL PILE INSTALLATION OBSERVATION RECORD----------------------------------------------------------- *N4ielical Pile Installation Brownie Structural Ott" gy Observation Record � County ---------------------------------------------------------------- PROJECT NAME Ivany Residence PROJECT ER 004-2019 P�,IECT LOCATION 113Is and Dune Rd., St. Lucie County, FL DATE OF INSTALLATION LATION 3 14/2019 a peea?tp eel 5<�L� \e Co I I PP E DESIGNATION 1 2 3. 4 5 6 7 RID LOCATION N/A N/A N/A N/A N/A N/A N/A FINISH FLOOR ELEVATION PLANNED j TOP OF PILE ` W J W DEVIATION N/A. N/A N/A. N/A N/A. N/A N/A HORIZONTAL ZO 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 (NCLINATION 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 F Z' TOTAL INSTALLED W J ABOVEGROUND N/A N/A N/A N/A N/A N/A N/A y LENGTH 7' 7' 7' 7' 7' 7- T W NUMBER OF ' 00 HELICES 2 2 2 2 2 2 2 W W HELIX DIAMETER 14"/14" 14'714" 14"/14" 14"/14" 14'714" 14"/14" 14"/14" z LENGTHS 7' 7' IT 7' 7' T T O z HELICES N/A N/A N/A N/A N/A N/A N/A IW- r.,LU_ OUT OFF LENGTH N/A N/A N/A N/A N/A N/A - N/A DEPTH FT 7 4600 2800 4300 4900 3100 3400 0 14 7400 5700 3100 4200 6500 5 \ / N 21 2200 900 1800 1200 700 w 28 7600 6900 7400 6900 7400 N $S00•, 35 Z m 42 y 49 P 56 63 o � 70 �i LOR , •_�. Z, CAPACITY F'a. 30'TONS' '.. 30 TONS 30 TONS 30.TONS 30 TONS 30 ff i, F .FINAL ULTIMATE CAPACITY 34.2 TONS 31.05 TONS 33.3 TONS 31.65 TONS 33.3 TONS 31.5 TONS '30.6 TONSMIX 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 PENETURATION N/A N/A N/A N/A N/A N/A N/A N N PENETRATION N/A N/A N/A N/A N/A N/A N/A PILE MANUFACTURER Helical Anchors, Inc. INSTALLATION EQUIPMENT 16K Diggs Torque Motor METHOD OF TORQUE MEASUREMENT CTS Concept TORQ•HUB I FIELD REPRESENTATIVE Jamison Brownie INSTALLATION CONTRACTOR BROWNIE STRUCTURAL REVIEWER Stiles Engineering Group CIL o ; Ol C=C4 nV9 0 —1 C a r LL C U) ff to Z +�' d0 H HIII) PILE MANUFACTURER Helical Anchors, Inc. INSTALLATION EQUIPMENT 16K Diggs Torque Motor METHOD OF TORQUE MEASUREMENT CTS Concept TORQ•HUB I FIELD REPRESENTATIVE Jamison Brownie INSTALLATION CONTRACTOR BROWNIE STRUCTURAL REVIEWER Stiles Engineering Group CIL o ; Ol C=C4 nV9 0 —1 C a r LL C U) ff to Z +�' d0 H HIII) ------------------------------------------------------------- ; Brownie Structural Helical Pile Installation Observation Record ---------------------------------------------------------------= PROJECT NAME Ivan Residence PROJECT NUMBER 004-2019 PROJECT LOCATION 113 Island Dune Rd., St. Lucie County, FL DATE OF INSTALLATION 3/14/2019 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 FINISH FLOOR p ELEVATION I' PLANNED W TOP OF PILE J W DEVIATION N/A N/A N/A N/A N/A N/A N/A ZO HDEVIIIATIIONL N/A N/A N/A N/A N/A N/A N/A OINCLINATION 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 = REQUIREDMINIMUM N/A. N/A N/A N/A N/A N/A N/A _ _ W TOTALINSTALLED J ABOVEGROUND NIA N/A N/A N/A N/A N/A N/A a� LENGTH 7' 7' 7' 7' 7' 7' 7' G� p NUMBER OF HELICES 2 2 2 2 2 2 2 HELIX DIAMETER 14"/14" 14'714" 114'714" 14714" 14'714" 14"/14" 14'714" N Z O LENGTHS , ' 7' 7' 7' 7' 7' T 7' WW HELICESs 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 y DEPTH FT m 7 6600 5200 4300 5000 4000 48 \ 14 2900 3800 6200 4600 6100 00. N 21 2400 700 1200 900 1900 G w 28 7800 2200 5400 4800 6800 709' AIEIIM 2 35 2000 5100 3200 42 1100 1700 1700 M 49 2700 2800 2600 TA1 56 1800 1200 1400 i 0 •, 0 63 2000 2400 2100 O ' p 70 7400 8000 8500 / FN z < CAPACITY 30?ONS 30 TONS 30 TONS 30 TONS 30 TONS 30TONSNS 'I"Q FINAL ULTIMATE - - I CAPACITY 35.1 TONS 33.3 TONS 36 TONS 38.25 TONE 30.67ONS 30.15 TONS 37.8 TONS, F OTHER N/A N/A N/A N/A N/A N/A N/A j PLANNED TYPE N/A N/A N/A N/A N/A N/A N/A g IRED PENETRATION N/A N/A N/A N/A N/A N/A N/A w MEAm URED PENETRATION N/A N/A N/A N/A N/A N/A N/A I PILE MANUFACTURER Helical Anchors, Inc. INSTALLATION CONTRACTOR BROWNIE STRUCTURAL INSTALLATION EQUIPMENT _ 16K Dine Torque Motor METHOD OF TORQUE MEASUREMENT CTSConcept TORQ•HUB i r41 as 7 ; or W O1= a nCO r J CLL CLLtq� LU N Z d0 H 0) CD N0 FIELD REPRESENTATIVE Jamison Brownie REVIEWER Stiles Engineering Group J ' Brownie Structural Helical Pile Installation Observation Record PROJECT NAME Ivan Residence PROJECT NUMBER 004-2019 PROJECT LOCATION 113 Island Ddne Rd., St. Lucie County, FL DATE OF INSTALLATION 3/14/2019 PILE DESIGNATION 15 GRID LOCATION N/A Z FINISH FLOOR O ELEVATION F- PLANNED > W TOP OF PILE J W .DEVIATION N/A HD L z VI ATION N/A N INCLINATION ANGLE 90 a INCLINATION DEVIATION N/A REQUIRED MINIMUM N/A = F Z TOTAL INSTALLED W' J ABOVEGROUND N/A ��Ie� LENGTH 7, � ru NUMBER OF 00 HELICES 2 w G HELIX DIAMETER 14 n/14 n Z LENGTHS '7'. O W Z' HELICES NIA FW x W CUT-OFF LENGTH N/A N DEPTH FT m 7 3400 / L 14 6800 w 21 1500 z 28 5400 \ 0 35 7400 42 = 49 56 63 70 FQ CAPACITY 30TONS rc FINAL ULTIMATE CAPACITY 35.1 TONS u OTHER. N/A PLANNED TYPE N/A F� 00 R REQUIRED PENETRATION N/A `w MEASURED PENETRATION N/A PILE MANUFACTURER INSTALLATION EQUIPt METHOD OF TORQUE INSTALLATION CONTRACTOR BROWNIE STRUCTURAL 7 W O 3 a=m 0 m = W •d V n qt W T C 'O .d. LL IM U. t yZ x ED FIELD REPRESENTATIVE Jamison Brownie REVIEWER Stiles Engineering Group ------------------ 7 ---------------------------------------- AC-- Brownie Structural ftfe�ielical Pile Installation Ott sy Observation Record ----------------------- ;i--� ----------------------------- -- �qq-, %Wj, PROJECT NAME Ivan Residence PROJECT 004-2019 PROJECT LOCATION 113 Island Dune Rd., St Lucie County, FL DATE OF INSTALLATION 3/14/2019 PILE DESIGNATION 1 2 3 4 5 6 7 GRID LOCATION N/A N/A N/A N/A N/A N/A N/A z ,.2 'F PUNNED' TOP 27 OF PILE DEVIATION AN/A NA N/A ti,7—N/A N/A' z0 HORIZONTAL DEVIATION N/A N/A N/A N/A N/A N/A N/A 0 INCLINATION ANGLE 90 90 90 90 90 1 90 90 INCLINATION DEVIATION N/A N/A N/A N/A N/A N/A N/A ;J x REQUIRED NIA N/A /A N 'ti,N/A N/A Z TOTAL INSTALLED J. ASOVEGh' OUND MA,„N/A,NIX, N/A NlA NA N/A LENGTH 7' 7- 7' 7' 7' 7' 7' NUMBER OF '0 W HELICES 2 2 2 2 2 1 2 2 HELIX DIAMETER 14-714" 1:"�/14 14714" 14714" 14-714" 14"/14" 14'714" �z LENGTHS, 7k 'T. T- A4, '7' 0; X' 7� Az ','N/A' /A NIA (f," .;NM NIA :curoSFiENGTH x N/A- NIX N/A -NIA", DEPTH FT 7 4600 2800 4300 4900 3100 3400 14 7400 5700 —00 3100 4200 6500 52 C 21 22-00 9 1800 1200 700 z W 28 7600 7400 6900 7400 35 42 49 ror 56 63 T io CAPACITY 130,TONS 30 TONS; 36 TONS'; ; 30"To, TONS �M,TONS ,; 1,130 ULT"a ACITY X2!,TONS 1.05 TONS 3 3tb TONS �43';'il 31z� 1,01Y§ 36.6 TONS N/Al— N/A N/A N/A NIA, PLANNED TYPE N/A N/A N/A N/A N/A N/A N/A 0 REQUIRED PENETRATION N/A NIA N/A N/A N/A N/A N/A D PENETRATION N/A N/A N/A N/A I N/A N/A N/A PILE MANUFACTURER INSTALLATION EQUIPh METHOD OF TORQUE 0 INSTALLATION CONTRACTOR BROWNIE STRUCTURAL ra 21 C It C Cq V .0 j C -0 LL. t to to Z vJ .0 in co c1c, n Dun ...... I., --------------------------------------------------------------- Brownie Structural Helical Pile Installation Observation Record ----------------------------------------------------------------- PROJECT NAME Ivan Residence PROJECT NUMBER 004-2019 PROJECT LOCATION 113 Island Dune Rd., St. Lucie County, FL DATE OF INSTALLATION 3/14/2019 PILE DESIGNATION 8 9 10 11 12 13 14 GRID LOCATION N/A N/A N/A N/A N/A N/A Z' p' 'FINISH FLOOR '"ELEVATIONy"1 +`3i r 1' 7I ._ i �� ..�,� r a �. ,, u yN�.�/wA t`vk'x Y3 qh h o r y, 6. W- PLANNEDI4t�Cs TOPOFPILE 1 is ,�. 'e,f.t7S✓t'.�:�" Xi 3: •' �'4R,i�'1'':'Jt� w; •' "DEyl� ON N/A F` WAIL,! N/A �` � N/A; , a' _ a N/A ZO HORIZONTAL DEVIATION N/A N/A N/A N/A N/A N/A N/A OINCLINATION ANGLE 90 90 90 90 90 90 90 R (NCLINATION DEVIATION N/A N/A N/A N/A N/A N/A N/A '' •' REQUIRED MINIMU N/A KIWI', I ". r " ' N/A , • 'r N/A V'",.u+ E 's N/A ,LL , '.',N/A i "z TOTALINSTALLED c . J.. A!* GROUND N/A r . :» N/A. . N/A, >l4 N!A, ," en7ii:"i+hK N!A . I _ M1 • •., N/A. r-. -6. P. I N/A,. y rc LENGTH 7' 7' 7' 7' 7' 7' 7' 'tj W NUMBER OF HELICES 2 2 2 2 2 2 2 G HELIX DIAMETER n 14 /14" i n 14/'14 n n 14 /14 D a 14 /14 n 14"/14 a u 14 /14 rr 14 /14'r Z HELICES N/A _ .' N/A N/flk ' N/A N/A - CUT OFFLENGTH N/A ± -, N/Ax NIA N%A •. N/AN1A's.. DEPTH FT 7 6600 5200 4300 5000 4000 4800 5400 14 2900 3800 6200 4600 6100 3300 fflW0Qj,,l m 21 2400 700 1200 900 1900 12 $'If$ w 26 7800 2200 5400 4800 6800 35 2000 5100 3200 �•; 42 1100 1700 1700 2ou 49 2700 2800 2600 _ 0 56 1800 1200 1400 o s3 2000 2400 2100 T 70 7400 8000 8500 6' CAPACITY x ., 30TONS . 30TONS 30TONS, `• Q, AC.' x ArowS� / d F,s f30%T0NS, 3, ,{ FlL CAACITY TE 35:11TONS33.:3 TONS'!.3&TONS;; 33 25TONS 30n OWNS 30. 5'fONf 9T:��tC S: OTHER' N/A. ' r N/A e :, .N/A c`: N/A' '. ► A' N/A I '` NIA PLANNED TYPE N/A N/A N/A N/A N/A N/A N/A PENETURATON N/A N/A N/A N/A N/A N/A N/A uJ N MEASURED PENETRATION N/A N/A N/A N/A N/A N/A N/A PILE MANUFACTURER INSTALLATION EQUIP! METHOD OFTORQUE I INSTALLATION CONTRACTOR BROWNIE STRUCTURAL ,J! ; 0, m Ilt 0) C = C4 a .J C9•r�rLL to W 3 7 41 Z (%J f% W rn co [ICI n DC...... •---------------- I ---------------------------------------- Brownie Structural -------------- Helical Pile Installation Observation Record L-------------- -------------------------------------------------------- I PROJECT NAME Ivan Residence PROJECT NUMBER 004-2019 PROJECT LOCATION 113 Island Dune Rd., St. Lucie County, FL DATE OF INSTALLATION 3/14/2019 PILE DESIGNATION --15 GRID LOCATION N/A FIN FLOOR DN I , y:, - '4� 0, E=A PLANNED "t PWW "A. Top 0 :tU DEVIATION, I ; , j I WA' HORIZONTAL z0 DEVIATION N/A t: W 0 ANGLE INCLINATION AN 90 INCLINATION DEVIATION N/A REOUIREQMINIMUN z TOTAL INSTALLED� W 'NW LENGTH 7' NUMBER OF '0 HELICES 2 O HELIX DIAMETER 14'714" z LENGTHS UE T .z, HELICES WA W... .. . W CUT.'OF.F. LENGTH NIA DEPTH FT Willi// 7 3400 14 6800 CO ..... . 21 1500 28 5400 3,9 7400 4-2 4-9 W 0 56 0 m 63 70 0, jLCAPACITY io TONS: :9 FINAL qLpfi1ATE, 'i CAPACITY,-'.35.1 TONS THE N/A. PLANNED TYPE N/A 0 REQUIRED g PENETRATION N/A . MEASURED PENETRATION N/A 0 0) C 4) Ld C U) W Z PILE MANUFACTURER Helical Anchors, INSTALLATION EQUIPMENT METHOD OF TORQUE MEASUREMENT ric, n br ....... INSTALLATION CONTRACTOR BROWNIE STRUCTURAL