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Home My WebLink AboutSpecial Inspection ReportGERDI,NG ENGINEERING CORPORATION STRUCTURAL ENGINEERING 4450 WEST EAU GALLIE BLVD., #212 MELBOURNE, FL 32934 PHONE 321259 7773/FAX 321 259 7104 COI�"'+� SPECIAL INSPECTION REPORT PROJECT: Oceanique Condominium, Bld. A, St. Lucie County Permit #24050639, GEC #137502A SUBJECT: Field Report No. 4 Inspector: David Jones Date: September 2nd, 2005 Time: 8:40—10:00am Present at Site: Tricon Development, Concrete Forms OBSERVATIONS Observed reinforcing steel placement, bar size and quantity, clear cover and formwork for the columns and shear walls from pile cap and grade beam to ground floor level above on line A-3, 7, 10, 14, & 21, on line B-5, 8, 11, 16, 22, 28, 32, 36, & 42 and shear wall SWl on line 19. Column steel size and quantity were as shown in the column schedule on sheet S3 of the structural plans. Shear wall reinforcing was placed per the details on sheet S8. Tie placement discrepancies were noted and corrected in columns and shear wall. Forty two (42) +/- cy of 7,000 psi concrete (Tarmac mix # 8Q2010) was ordered for placement in column forms. Concrete was placed with a 3" pump and consolidated in forms with a 1-3/4" mechanical vibrator. Universal Engineering technician tested concrete and cast test cylinders. ITEMS TO VERIFY N/A ACTIONS TAKEN ^NA Signed, David A. J , CBO Special Inspector's R_ a ve oseph E. Gerding, `F.L.- Special Inspector ' SI 162, PE 425G8. Cc: file 137502-A Tricon Development St. Lucie County "D ,IVE® FEB 2 7 2006 public Works St. Lucie County, FL GERDING ENGINEERING CORPORATION STRUCTURAL ENGINEERING 4450 WEST EAU GALLIE BLVD., #212� MELBOURNE, FL 32934 PHONE 321 259 7773/FAX 321 259 7104 / SPECIAL INSPECTION REPORT PROJECT: Oceanique Condominium, Bld. A, St. Lucie County Permit #24050639, GEC #137502A SUBJECT: Field Report No. 5 Inspector: David Jones Date: October 3rd, 2005 Time: 12:33 - 1:20pm Present at Site: Tricon Development, Concrete Forms OBSERVATIONS Observed reinforcing steel placement, bar size and quantity, clear cover and formwork for the columns and shear walls from pile cap and grade beam to 2nd floor level above as highlighted on the attached drawing. Column steel size and quantity were as shown in the column schedule on sheet S3 of the structural plans. Shear wall reinforcing was placed per the details on sheet S8. Twenty one (21) +/- CY of 7,000 psi concrete (Tarmac mix # 8Q2010) was ordered for placement in column and shear wall forms. Concrete was placed with a 2" pump and consolidated in forms with a 1-3/4" mechanical vibrator. Universal Engineering technician tested concrete and cast test cylinders. ITEMS TO VERIFY N/A ACTIONS TAKEN N Ine, avid A. Jone , O Specia: Inspector's Re sentative J' 'se p . Gerding, P:E. Special hnspector SI 1032, P.E 42568 Cc: file 137502-A Tricon Development St. Lucie County FEB 2 7 2006 Public Works St. Lucie County, FL n a ZMZ �i�Z�ZwZ�Z�i�. IMMOMIa��srn�� Il�I�Il�l� i J p I O rrram►nr. a 41 �I IN N INlylls� ��ram �O\ ME Lj o I QD `Y WJlzr..r..r GERDING ENGINEERING CORPORATION STRUCTURAL ENGINEERING 4450 WEST EAU GALLIE BLVD., #212 MELBOURNE, FL 32934 Ge r f Qt� PHONE 321 259 7773/FAX 321 259 7104 SPECIAL INSPECTION REPORT PROJECT: Oceanique Condominium, Bld. A, St. Lucie County Permit #24050639, GEC #137502A SUBJECT: Field Report No. 6 Inspector: Jason Hanks Date: October 6`h, 2005 Time: 10:30 — 11:00am Present at Site: Tricon Development, Concrete Forms OBSERVATIONS Observed reinforcing steel placement, bar size and quantity, clear cover and formwork for the columns and shear walls from pile cap and grade beam to 2nd floor level above as highlighted on the attached drawing. Column steel size and quantity were as shown in the column schedule on sheet S3 of the structural plans. Shear wall reinforcing was placed per the details on sheet S8. Universal Engineering technician was on site to test concrete and cast test cylinders. ITEMS TO VERIFY N/A ACTIONS TAKEN NA Signed, Jason`Hanks, Spec' Insp'"`ecto 's Repre,e tive J seph :Gerdhig, P.E. Special Inspector SI 1032, PE 42568 Cc: file 137502-A Tricon Development St. Lucie County FEB Z 7 2006 Public Works St, Lucie County, FL U GERDING ENGINEERING CORPORATION STRUCTURAL ENGINEERING 4450 WEST EAU GALLIE BLVD., #212 MELBOURNE, FL 32934 PHONE 321 259 7773/FAX 321 259 7104 SPECIAL INSPECTION REPORT PROJECT: Oceanique Condominium, Bld. A, St. Lucie County Permit #24050639, GEC #137502A SUBJECT: Field Report No. 7 Inspector: David Jones Date: October 19', 2005 Time: 10:20—10:50am Present at Site: Tricon Development, Concrete Forms OBSERVATIONS Observed reinforcing steel placement, bar size and quantity, clear cover and formwork for the columns and shear walls from ground floor level to the 2nd floor level as highlighted on the attached drawing. Column steel size and quantity were as shown in the column schedule on sheet S3 of the structural plans. Shear wall reinforcing was placed per the details on sheet S8. Heavy rains precluded concrete placement as this time. ITEMS TO VERIFY N/A ACTIONS TAKEN ,David A. Jones CB Special Inspec,o resentative 7 sep E. Gerding, P. Special Inspector SI 1032, PE'425158 Cc: file 137502-A Tricon Development St. Lucie County FEB 2 7 2006 Public Works St. Lucie County, FL B71D B I$ ■ ®®■® s GERDING ENGINEERING CORPORATION STRUCTURAL ENGINEERING 4450 WEST EAU GALLIE BLVD., #212 MELBOURNE, FL 32934� PHONE 321 259 7773/FAX 321 259 7104 SPECIAL INSPECTION REPORT PROJECT: Oceanique Condominium, Bld. A, St. Lucie County Permit #24050639, GEC #137502A SUBJECT: Field Report No. 8 Inspector: David Jones Date: October 3? & November 2"d, 2005 Time: Present at Site: Tricon Development, Concrete Forms, Tarmac, Universal OBSERVATIONS Oct. 31" 12:20—12:30pm Observed frangible wall footing depth and width, reinforcing steel placement and clear cover per structural plan sheet S2 as highlighted on the attached drawing. Fifteen (15) +/- CY of 3,000 psi concrete (Tarmac mix # 733900) was ordered for placement in the wall footings. Nov. 2°d 1:03—1:55pm Observed.frangible wall footing depth and width, reinforcing steel placement and clear cover per structural plan sheet S2 as highlighted on the attached drawing. Thirty (30) +/- CY of 3,000 psi concrete was ordered for placement in the wall footings. ITEMS TO VERIFY N/A ACTIONS TAKEN Signed, David A. +JonBOU- , SpecialInspector's. tative sep E. Girding, P.'E - Special Inspector SI 1032, PE 42568 Cc: file 137502-A Tricon Development St. Lucie County FEB 2 7 2006 Public Works St. Lucie County, FL tavia Boob orino� GERDING ENGINEERING CORPORATION STRUCTURAL ENGINEERING 4450 WEST EAU GALLIE BLVD., #2I2 MELBOURNE, FL 32934 PHONE 321259 7773/FAX 321 259 7104 SPECIAL INSPECTION REPORT PROJECT: Oceanique Condominium, Bld: A, St. Lucie County Permit #24050639, GEC #137502A SUBJECT: Field Report No. 9 Inspector: Jason Hanks Date: November 4t', 2005 Time: 10:50 —11:15 am Present at Site: Tricon Development, Concrete Forms, Tarmac, Universal OBSERVATIONS Observed frangible wall footing depth and width, reinforcing steel placement and clear cover per structural plan sheet S2 as highlighted on the attached drawing. Fifteen (15) +/- CY of 3,000 psi concrete (Tarmac mix # 733900) was ordered for placement in the wall footings. ITEMS TO VERIFY N/A ACTIONS TAKEN NA Signed, Jason Hanks- = Speciallnspector's resentative ( Z/22 Jdsepli E. Gerding,. P.E. Special Inspector` SI 1032, PE d2568 Cc: file 137502-A Tricon Development St. Lucie County FEB 2 7 2006 Public Works St. Lucie County, FL 0 E E vme a� s/un. E E I I 1 ®1 1 ® 1 GROUND FLOOR PLAN „r-ram L sm GERDING ENGINEERING CORPORATION STRUCTURAL ENGINEERING. kc�p- 4450 WEST EAU GALLIE BLVD., #212 'SAC-'- 4-.d&. MELBOURNE, FL 32934 PHONE 321259 7773/FAX 321 259 7104 SPECIAL INSPECTION REPORT PROJECT: Oceanique Condominium, Bld. A, St. Lucie County Permit #24050639, GEC #'137502A SUBJECT: Field Report No. 10 Inspector: Jason Hanks Date: November 16`h & 17s', 2005 Time: Present at Site: Tricon Development, Concrete Forms OBSERVATIONS November 161h -11:15—11:50am Observed reinforcing steel placement, bar size and quantity, clear cover and formwork for the shear walls from ground floor level to the 2nd floor level as highlighted on the attached drawing. Column steel size and quantity were as shown in the column schedule on sheet S3 of the structural plans. Shear wall reinforcing was placed per the detailson sheet S8. Concrete from Tarmac had been released from the plant but had not arrived. Universal Engineering technician was on site to test concrete and cast test cylinders. November 171h -12;00—1:25pm Observed reinforcing steel placement, bar size and quantity, clear cover and formwork for the shear walls from ground floor level to the 2nd floor level as highlighted on the attached drawing. Column steel size and quantity were as shown in the column schedule on sheet S3 of the structural plans. Shear wall reinforcing was placed per the details on sheet S8. ITEMS TO VERIFY N/A ACTIONS TAKEN Signed, Jason -Iank; Special Inspecto '.s : r p tive 2,AZNv; Joseph E. Gerdiilg, P.E. Special Inspector SI 1032, PE 42568 Cc: file 137502-A Tricon Development St. Lucie County. LJ FEB 2 7 2006 Public 14 Orks St. Lucie COuntY, FL ®e de ® ® 0 ®�®® ®®®p ®®®0 ®®♦0 ®i®® low ®■®® Q u '-----_�..:'.---- o y""rs" GERDING ENGINEERING CORPORATION STRUCTURAL ENGINEERING 4450 WEST EAU GALLIE BLVD., #212 .,li MELBOURNE, FL 32934 ��` PHONE 321259 7773/FAX 321 259 7104 �,)p SPECIAL INSPECTION REPORT PROJECT: Oceanique Condominium, Bld. A, St. Lucie County Permit #24050639, GEC #137502A SUBJECT: Field Report No. 11 Inspector: Jason Hanks Date: December 12', 2005 Time: 8:15 — 9:05am Present at Site: Tricon Development, Concrete Forms OBSERVATIONS Observed #5 reinforcing steel placement in CMU filled cells of the I" floor walls for the north stair tower and elevator, and the masonry columns interior of the stair towers. Steel placement was as shown on sheet S2 of the structural plans. Clean out covers were placed prior to grout placement. Twenty (20)+/- CY of 3,000 psi CMG grout (Tarmac mix#892300) was ordered for placement in filled cells with a 2" pump. ITEMS TO VERIFY N/A ACTIONS TAKEN A Signed, Jason -Hanks Special Inspector' ire tative z/aL Joseph E. Gerding,-P.E: Special Inspector SI 1032, PE 42568, Cc: file 137502-A Tricon Development St. Lucie County IMF VLO FEB 2 7 2006 public VVOTWS St. Lucie COuntyl �L GERDING ENGINEERING CORPORATION. STRUCTURAL ENGINEERING 4450 WEST EAU GALLIE BLVD., #212 rBC i MELBOURNE, FL 32934 PHONE 321 259 7773/FAX 321 259 7104 A SPECIAL INSPECTION REPORT PROJECT: Oceanique.Condominium, Bld. A, St. Lucie County Permit #24050639, GEC #137502A SUBJECT:. Field Report No. 12. Inspector: David Jones Date: December 20', 2005 Time: 11:55am - 1:05pm Present at Site: Tricon Development, Concrete Forms OBSERVATIONS Observed steel reinforcing placement, bar size and quantity, clear cover, post tension cable placement and support, formwork and shoring of the I st pour of the 2nd floor slab and beams to be complete per sheet S3 of the structural plans, cable shop drawings PTA 020 and the shoring plan. Slab form was cleaned and ready for concrete placement. ITEMS TO VERIFY N/A ACTIONS TAKEN A d, David A. Jones, O Special-Inspecto s Re, pre e • ( Z 2Z J', enh . Gerding, P:E.'� Special Inspector SI 1032, PE 42568 Cc: file 137502-A Tricon Development St. Lucie County FEB 2 7 2006 public Works St, Lucie COurl$y, FL GERDING ENGINEERING CORPORATION STRUCTURAL ENGINEERING Q 4450 WEST EAU GALLIE-BLVD., #212 MELBOURNE, FL 32934 PHONE 321 259 7773/FAX 321 259 7104 SPECIAL INSPECTION REPORT PROJECT: Oceanique Condominium, Bid. A, St. Lucie County Permit #24050639, GEC #137502A SUBJECT: Field Report No. 13 Inspector: Jason Hanks Date: December 21", 2005 Time: 5:05—11:40am Present at Site: Tricon Development, Concrete Forms, Tarmac, Universal OBSERVATIONS Observed placement of two hundred seventy (270) +/- CY of 4,000 psi concrete (Tarmac mix #771501) of the 2"d floor pour 1 slab and beams. Concrete was placed with a 5" pump and consolidated with a 1 3/4" mechanical vibrator. Universal technician sampled concrete and cast test cylinders. ITEMS TO VERIFY N/A ACTIONS TAKEN NA Signed, son Hanks• Spec' Inspe tor's-R.e tive Joseph E::Gerd-"', P .E. Special Inspector SI 1032, PE 42568 Cc: file 137502-A Tricon Development St. Lucie County Public Works St. lLUDIS County, FL GERDING ENGINEERING CORPORATION STRUCTURAL ENGINEERING 4450 WEST EAU GALLIE BLVD., #212 / /I IvIELBOURNE, FL 32934 PHONE 321259 7773/FAX 321259 7104 SPECIAL INSPECTION REPORT PROJECT: Oceanique Condominium, Bld. A, St. Lucie County Permit #24050639, GEC #137502A SUBJECT: Field Report No. 14 Inspector: Jason Hanks Date: December 22nd & 23rd, 2005 Time: Present at Site: Tricon Development, Concrete Forms, Tarmac, Universal OBSERVATIONS December 22nd - 2:05 — 3:10pm Observed reinforcing steel placement, bar size and quantity, clear cover and formwork for the fourteen (14) columns and one (1) shearwall from the 2nd to 3rd floor levels as highlighted on the attached drawing. Column steel size and quantity were as shown in the column schedule on sheet S3 of the structural plans. Clearances were adequate. Nine (9) +/- CY of 5,000 psi concrete (Tarmac mix # 753300) was placed in column forms with a 2" pump and consolidated with a 2" mechanical vibrator. Universal technician sampled concrete and cast test cylinders. December 23rd -1:30 — 2:15pm Observed reinforcing steel placement, bar size and quantity, clear cover and formwork for the seventeen (17) columns and two shearwalls from the 2° to 3rd floor levels as highlighted on the attached drawing. Column steel size and quantity were as shown in the column schedule on sheet S3 of the structural plans. Clearances were adequate. Concrete had not arrived yet for placement. Universal Engineering technician was on site to test concrete and cast test cylinders. ITEMS TO VERIFY N/A ACTIONS TAKEN N Signed, ason Hanks - Special Inspe tor's Re r ive sep E. Gerding; P.E. Special Inspector SI 1032, PE'42568 Cc: file 137502-A Tricon Development St. Lucie County ECOV� ® FEB 2 7 2006 Public Works St. LU60 County, FL 0 a (E)O. 1p(�) ® i' GERDING ENGINEERING CORPORATION STRUCTURAL ENGINEERING wy 4450 WEST EAU GALLIE BLVD., #212 I I 5 t MELBOURNE, FL 32934 ` I PHONE 321 259 7773/FAX 321 259 7104 SPECIAL INSPECTION REPORT PROJECT: Oceanique Condominium, Bld. A, St. Lucie County Permit #24050639, GEC #137502A SUBJECT: Field Report No. 15 Inspector: Joseph Gerding Date: December 28", 2005 Time:4:30p-5:30p Present at Site: Tricon Development, Concrete Forms, Tarmac, Universal OBSERVATIONS Observed mild and pre -stressed steel reinforcing placement, size, quantity and clear cover for the south half of level 2. Reinforcing was place in substantive conformance with the approved structural plans and shop drawings. Shoring and re - shoring was inspected for conformance with the shore/re-shore plans. No discrepancies were observed. ITEMS TO VERIFY N/A ACTIONS TAKEN A Sign J sep Gerding, P.E. Spacial Inspector SI 1032;,PE 42568' Ccafile 137502-A, file Development St. Lucie County GERDING ENGINEERING CORPORATION STRUCTURAL ENGINEERING 4450 WEST EAU GALLIE BLVD., #212 MELBOURNE, FL 32934 oilr PHONE 321259 7773/FAX 321259 7104 SPECIAL INSPECTION REPORT PROJECT: Oceanique Condominium, Bid. A, St. Lucie County Permit #24050639, GEC #137502A SUBJECT: Field Report No. 16 Inspector: Jason Hanks Date: December 29 h, 2005 Time: 7:05—12:30am Present at Site: Tricon Development, Concrete Forms, Tarmac, Universal OBSERVATIONS Observed placement of two hundred twenty five (225) +/- CY of 4,000 psi concrete (Tarmac mix #771501) of the 2" floor, pour 2 slab and beams. Concrete was placed with a 5" pump and consolidated with a 1 %" mechanical vibrator. Universal technician sampled concrete and cast test cylinders. ITEMS TO VERIFY N/A ACTIONS TAKEN NA Signed, gaso Hanks Special Inslsector's Repre tive "o eph Gerding, PE. � J Sp'ecial Inspector SF 1.U32,. PE 4256-8 Cc: file 137502-A Tricon Development St. Lucie County FEB 2 7 2006 Public Works St. L.UCIG county, FL GERDING ENGINEERING CORPORATION STRUCTURAL ENGINEERING 4450 WEST EAU GALLIE BLVD., #212 MELBOURNE, FL 32934 PHONE 321259 7773/FAX 321 259 7104 SPECIAL INSPECTION REPORT i'm PROJECT: Oceanique Condominium, Bld. A, St. Lucie County Permit #24050639, GEC #137502A SUBJECT: Field Report No. 17 Inspector: David Jones Date: December 29', 2005 Time: 1:27 — 3:30pm Present at Site: Tricon Development, Concrete Forms, Tarmac, Universal OBSERVATIONS Observed reinforcing steel placement, bar size and quantity, clear cover and formwork for the .ten (10) columns from the 2nd to 3rd floor levels as highlighted on the attached drawing. Column steel size and quantity were as shown in the column schedule on sheet S3 of the structural plans. Clearances were adequate. Nine (9) +/- CY of 5,000 psi concrete (Tarmac mix # 753300) was placed in column forms with a 2" pump and consolidated with a 2" mechanical vibrator. Universal technician sampled concrete and cast test cylinders: ITEMS TO VERIFY N/A ACTIONS TAKEN SpecialInspoctor's ative. ;,,JE. Geiding,;P.E Special Inspector- SI 1032, PE'42568 Cc: file 137502-A Tricon Development St. Lucie County c 1 'v' FEB 2 7 2006 Public Works St. Lucie County, FL a-i - N ..idbYz i VId 8001d PUZ 17�_ GERDING ENGINEERING CORPORATION STRUCTURAL ENGINEERING 4450 WEST EAU GALLIE BLVD., #212 MELBOURNE, FL 32934 PHONE 321 259 7773/FAX 321 259 7104 SPECIAL INSPECTION REPORT PROJECT: Oceanique Condominium, Bld. A, St. Lucie County Permit 1124050639, GEC #137502A SUBJECT: Field Report No. 18 Lector: David Jones Date: January 41h, 2006 Time: 10:54 - 11:05am Present at Site: Tricon Development, Concrete Forms OBSERVATIONS Observed #5 reinforcing steel placement in CMU filled cells of the 2"d floor walls for the north stair tower and elevator, and the masonry columns interior of the stair towers. Steel placement was as shown on sheet S2 of the structural plans. Clean out covers were placed prior to grout placement. Twenty (20)+/- CY of 3,000 psi CMG grout (Tarmac mix#892300) was ordered for placement in filled cells with a 2" pump. ITEMS TO VERIFY N/A ACTIONS TAKEN A S' David A. Jones O Special'Inspector's-Repres tative Z- 2 0 Jo eph . Gerdiiig,'PR Special Inspector SI 1032, PE 42568 Cc: file 137502-A Tricon Development St. Lucie County F'cEntED FEB 2 7 2006 Public Works St. LLacie County FL C GERDING ENGINEERING CORPORATION STRUCTURAL ENGINEERING 4450 WEST EAU GALLIE BLVD., #212 MELBOURNE, FL 32934 PHONE 321 259 7773/FAX 321 259 7104 SPECIAL INSPECTION REPORT PROJECT: Oceanique Condominium, BId. A, St. Lucie County Permit #24050639, GEC #137502A SUBJECT: Field Report No. 19 Inspector: David Jones Date: January Th, 2006 Time: 11:58am - 1:30pm Present at Site: Tricon Development, Concrete Forms OBSERVATIONS Observed steel reinforcing placement, bar size and quantity, clear cover, post tension cable placement and support, formwork and shoring of the 1" pour of the 3`d floor slab and beams to be complete per sheet S4 of the structural plans, cable shop drawings,PTA 030 and the shoring plan. Slab form was cleaned and ready for concrete placement. ITEMS TO VERIFY N/A ACTIONS TAKEN N/A S' D id A. Jones, C CIV® Speciabinspector'sW ve FEB 27 2006 Joseph . Gerdin; P.E. Special Inspector SI 1032, PE 42568 Cc: file 137502-A Tricon Development St. Lucie County public works St. LUCID County, F� GERDING ENGINEERING CORPORATION STRUCTURAL ENGINEERING d- 4450 WEST EAU GALLIE BLVD., #212 S MELBOURNE, FL 32934 PHONE 321259 7773/FAX 321 259 7104 SPECIAL INSPECTION REPORT PROJECT: Oceanique Condominium, Bld. A, St. Lucie County Permit #24050639, GEC #137502A SUBJECT: Field Report No. 20 Inspector: Jason Hanks Date: January Wh, 2006 Time: 6:05 — 12:20pm Present at Site: Tricon Development, Concrete Forms, Tarmac, Universal OBSERVATIONS Observed placement of two hundred seventy (270) +/- CY of 4,000 psi concrete (Tarmac mix #771501) of the 3rd floor pour 1 slab and beams. Concrete was, placed with a 5" pump and consolidated with a 1 %" mechanical vibrator. Universal technician sampled concrete and cast test cylinders. ITEMS TO VERIFY N/A ACTIONS TAKEN NA Signed, Jason Hanks Special Inspector's Repres ve J seph . Gerding; R.E. Special Inspector :'- SI.1032, PE 4f5ti8 Cc: file 137502-A Tricon Development St. Lucie County FEB 2 2006 public \Ncrks St. Lucie County$ FL GERDING ENGINEERING CORPORATION STRUCTURAL ENGINEERING 4450 WEST EAU GALLIE BLVD., #212 MELBOURNE, FL 32934 PHONE 321 259 7773/FAX 321 259 7104 SPECIAL INSPECTION REPORT L" J' ` °' 5� 3A,1 pI PROJECT: Oceanique Condominium, Bld. A, St. Lucie County Permit #24050639, GEC #137502A SUBJECT: Field Report No. 21 Inspector: Jason Hanks Date: January 10`h & 11`", 2006 Time: Present at Site: Tricon Development, Concrete Forms, Tarmac, Universal OBSERVATIONS January 101h -12:50—1:40pm Observed reinforcing steel placement, bar size and quantity, clear cover and formwork for the fourteen (14) columns and one (1) shearwall from the 2"d to 3`d floor levels as highlighted on the attached drawing. Column steel size and quantity were as shown in the column schedule on sheet S3 of the structural plans. Clearances were adequate. Nine (9) +/- CY of 5,000 psi concrete (Tarmac mix # 753300) was placed in column forms with a 2" pump and consolidated with a 2" mechanical vibrator. Universal technician sampled concrete and cast test cylinders. January I Ith -1:25 — 2:30pm Observed reinforcing steel placement, bar size and quantity, clear cover and formwork for the seventeen (17) columns and two shearwalls from the 2° to 3`d floor levels as highlighted on the attached drawing. Column steel size and quantity were as shown in the column schedule on sheet S3 of the structural plans. Clearances were adequate. Concrete had not arrived yet for placement. Universal Engineering technician was on site to test concrete and cast test cylinders. ITEMS TO VERIFY N/A ACTIONS TAKEN A Signed, �) .Jason Hanks= Special Inspector's Re ative J . seph . Gerding_, -I -.E. Special Inspector` SI 1032, PE 42568 Cc: file 137502-A Tricon Development St. Lucie County FEB 2 7 2006 public Works St. Lucie County, FL `Ao ■ ■ ■O �� ■ 1 1,1 r PWI-mmm AO IVA O O a 0 O (j lb p a,11 o \All p O �sn l e p Bs 1 � • ,C6s _ 6 • t.�d'� GERDING ENGINEERING CORPORATION STRUCTURAL ENGINEERING 4450 WEST EAU GALLIE BLVD., #212 MELBOURNE, FL 32934 PHONE 321 259 7773/FAX 321 259 7104 SPECIAL INSPECTION REPORT PROJECT: Oceanique Condominium, Bld. A, St. Lucie County Permit #24050639, GEC #137502A SUBJECT: Field Report No. 22 Inspector: David Jones Date: January 12`h, 2006 Time: 3:23 — 4:35pm Present at Site: Tricon Development, Concrete Forms OBSERVATIONS Observed steel reinforcing placement, bar size and quantity, clear cover, post tension cable placement and support, formwork and shoring of the 2nd pour of the 3`d floor slab and beams to be complete per sheet S4 of the structural plans, cable shop drawings PT 030, 31 and the shoring plan. Slab form was cleaned and ready for concrete placement. ITEMS TO VERIFY N/A ACTIONS TAKEN NA Snedavid ', DA. Jones, O Special Inspector's Repres n ve J eph . Gerding, P.E: Special Inspector . SI 1032, PE 42568 Cc: file 137502-A Tricon Development St. Lucie County FEB 2 7 2006 Pubic Works St. Lucie County, FL GERDING ENGINEERING CORPORATION STRUCTURAL ENGINEERING 4450 WEST EAU GALLIE BLVD., #212 MELBOURNE, FL 32934 PHONE 321259 7773/FAX 321 259 7104 SPECIAL INSPECTION REPORT PROJECT: Oceanique Condominium, Bid. A, St. Lucie County Permit #24050639, GEC #137502A SUBJECT: Field Report No. 23 Inspector: Jason Hanks Date: January 13'', 2006 Time: 6:00—11:25am Present at Site: Tricon Development, Concrete Forms, Tarmac, Universal OBSERVATIONS Observed placement of two hundred twenty (220) +/- CY of 4,000 psi concrete (Tarmac mix #771501) of the 3rd floor, pour 2 slab,and beams. Concrete was placed with a 5" pump and consolidated with a 1 %" mechanical vibrator. Universal technician sampled concrete and cast test cylinders. ITEMS TO VERIFY N/A ACTIONS TAKEN NA Signed, 9JasonHanks- Special Inspector's Rep'res tative J . s"eph . Gerding, ,P.E. Special Inspector- SI 1032, PE 42568- Cc: file 137502-A Tricon Development St. Lucie County FEB 2 7 Zoos Public Works St. Lucie County, FL GERDING ENGINEERING CORPORATION STRUCTURAL ENGINEERING 4450 WEST EAU GALLIE BLVD., #212 MELBOURNE, FL 32934 PHONE 321259 7773/FAX 321259 7104 SPECIAL INSPECTION REPORT PROJECT: Oceanique Condominium, Bld. A, St. Lucie County Permit #24050639, GEC #137502A SUBJECT: Field Report No. 24 Inspector: Jason Hanks Date: January 16`h & 17`h, 2006 Time: Present at Site: Tricon Development,. Concrete Forms, Tarmac, Universal OBSERVATIONS January 16`h -12:35—1:40pm Observed reinforcing steel placement, bar size and quantity, clear cover and formwork for the eighteen (18) columns and one (1) shearwall from the 3`d to 4`h floor levels as highlighted on the attached drawing. Column steel size and quantity were as shown in the column schedule on sheet S3 of the structural plans. Clearances were adequate. Concrete had not arrived yet for placement. Universal Engineering technician was on site to test concrete and cast test cylinders. January 17`h -1:05-1:45pm Observed reinforcing steel placement, bar size and'quantity, clear cover and formwork for the eleven (11) columns from the 3`d to O floor levels as highlighted on the attached drawing. Column steel size and quantity were as shown in the column schedule on sheet S3 of the structural plans. Clearances were adequate. Nine (9) +/- CY of 5,000 psi concrete (Tarmac mix # 753300) was placed in column forms with a 2" pump and consolidated with a 2" mechanical vibrator. Universal technician sampled concrete and cast test cylinders. ITEMS TO VERIFY N/A ACTIONS TAKEN Signed, Jasorffl s Special Inspect is al Joseph.E. Gerding, P.E. Special Inspectdr SI 1032, PE 42568 Cc: file 137502-A Tricon Development St. Lucie County FEB 2 7 2006 Public Works St. Lucie County, FL 1A v-1 vio > AQN) O ly, IONVI avis mxo�seII,t—ssa O Vl �` O OV,%w O VVvw 0 GERDING ENGINEERING CORPORATION STRUCTURAL ENGINEERING �I 4450 WEST EAU GALLIE BLVD., #212 MELBOURNE, FL 32934 PHONE 321 259 7773/FAX 321 259 7104 SPECIAL INSPECTION REPORT PROJECT: Oceanique Condominium, Bld. A, St. Lucie County Permit #24050639, GEC #137502A SUBJECT: Field Report No. 25 Inspector: David Jones Date: January 23`d & 24°i, 2006 Time: Present at Site: Tricon Development, Concrete Forms, Tarmac, Universal OBSERVATIONS Jan. 23`d 4:18 — 5:30pm Observed steel reinforcing placement, bar size and quantity, clear cover, post tension cable placement and support, formwork, shore and re -shore of the 1" pour of the 4`h floor slab and beams to be complete per sheet S4 of the structural plans, cable shop drawings PT 030, 31 and the shoring plan. Slab form was cleaned and ready for concrete placement. Jan. 241h 7:05—10:40am Observed placement of two hundred sixty eight (268) +/- CY of 4,006 psi concrete (Tarmac mix #771501) in the 1" pour of the 40' floor slab and beams. Concrete was placed with a 5" pump and consolidated with a 1 3/4" mechanical vibrator. Universal technician sampled concrete and cast test cylinders. Observed #5 reinforcing steel dowels placed in frangible CMU infill walls of the 15` floor from line 1 through line 3.2. Minor discrepancies were corrected while on site. ITEMS TO. VERIFY N/A ACTIONS TAKEN A David A. Jones, CB, Special =Inspector's Repr ve Joseph E. Gerding,_P.E. Special Inspector`, SI 1032, PE 42568 Cc: file 137502-A Tricon Development St. Lucie County GERDING ENGINEERING CORPORATION STRUCTURAL ENGINEERING 4450 WEST EAU GALLIE BLVD., #212 MELBOURNE, FL 32934 PHONE 321259 7773/FAX 321 259 7104 SPECIAL INSPECTION.REPORT PROJECT: Oceanique Condominium, Bld. A, St. Lucie County Permit #24050639, GEC #137502A SUBJECT: Field Report No. 26 Inspector: Jason Hanks Date: January 25 h, 2006 Time: 1:25 — 3:1 Opm Present at Site: Tricon Development, Concrete Forms, Tarmac, Universal OBSERVATIONS Observed reinforcing steel placement, bar size and quantity, clear cover and formwork for the eighteen (18) columns and shear wall SW3.from the 4 to 5d' floor levels as highlighted on the attached drawing. Column steel size and quantity were as shown in the 'column schedule on sheet S3 and shear wall steel was placed per sheet S8 of the structural plans. Clearances were adequate. Universal Engineering technician was on site to test concrete and cast test cylinders. ITEMS TO VERIFY N/A ACTIONS TAKEN NA Signed, Jason -Hanks �_ Special Inspector's: ntative 22�0 Joseph E. Gerding, P.E. Special Inspector SI 1032, PE 42568 Cc: file 137502-A Tricon Development St. Lucie County FEB l7 2T"s5 public Works St. Lucie County, FL O C6 C4 O O O 7- POST -TENSIONED SLAB O O O O O u o ,o U acmop n ra r/ , O GERDING ENGINEERING CORPORATION STRUCTURAL ENGINEERING I 4450 WEST EAU GALLIE BLVD., #212 5lW 1" I MELBOURNE, FL 32934 PHONE 321 259 7773/FAX 321 259 7104 SPECIAL INSPECTION REPORT PROJECT: Oceanique Condominium, Bld. A, St. Lucie County Permit #24050639, GEC #137502A SUBJECT: Field Report No. 27 Inspector: David Jones Date: January 26'' & 27', 2006 Time: Present at Site: Tricon Development, Concrete Forms, Tarmac, Universal OBSERVATIONS Jan. 261h 1:25 — 3:10pm Observed steel reinforcing placement, bar size and quantity, clear cover, post tension cable placement and support, formwork, shore and re -shore of the 2nd pour of the 401 floor slab and beams to be complete per sheet S4 of the structural plans, cable shop drawings PT 030, 31 and the shoring plan. Slab form was cleaned and ready for concrete placement. Observed reinforcing steel glacement, bar size and quantity, clear cover and formwork for the thirteen (13) columns and shear wall SW2 from the 4 to 5`h floor levels as highlighted on the attached drawing. Column steel size and quantity were as shown in the column schedule on sheet S3 and shear wall steel was placed per sheet S8 of the structural plans. Clearances were adequate. Thirty three (33) +/- CY of 5,000 psi concrete (Tarmac mix # 753300) was placed in column and shear wall forms with a 2" pump and consolidated with a 2" mechanical vibrator. Universal technician sampled concrete and cast test cylinders. Jan. 271h 7:15—10:15am Observed placement of two hundred twenty six (226) +/- CY of 4,000 psi concrete (Tarmac mix #771501) in the god pour of the 4'h floor slab and beams. Concrete was placed with a 5" pump and consolidated with a 1 3/4" mechanical vibrator. Universal technician sampled concrete and cast test cylinders. ITEMS TO VERIFY N/A ACTIONS TAKEN A Signed,. avid A. Jones, O Special. Inspector's Re ive C Z�Z J seph. . Gerding, P.E. Special Inspector. SI 1032, PE 42568 Cc: file 137502-A Tricon Development St. Lucie County VIECIV E® FEB 2 7 2006 public Wor" St. Lucie County, pL GERDING ENGINEERING CORPORATION STRUCTURAL ENGINEERING 4450 WEST EAU GALLIE BLVD., #212 MELBOURNE, FL 32934 PHONE 321 259 7773/FAX 321259 7104 SPECIAL INSPECTION REPORT PROJECT: Oceanique.Condominium, Bld. A, St. Lucie County Permit #24050639, GEC #137502A SUBJECT: Field Report No. 28 Inspector: Jason Hanks Date: January 30d`, 2006 Time: 12:35—1:40pm Present at Site: Tricon Development, Concrete Forms, Tarmac, Universal OBSERVATIONS Observed reinforcing steel placement, bar size and quantity, clear cover and formwork for the eighteen (18) columns and one (1) shearwall from the 4 h to 5t' floor levels as highlighted on the attached drawing. Column steel size and quantity were as shown in the column schedule on sheet S3 -of the structural plans. Clearances were adequate. Concrete had not arrived yet for placement. Universal Engineering technician was on site to test concrete and cast test cylinders. ITEMS TO VERIFY N/A ACTIONS TAKEN N Signed, ?asonanks- Speciai Inspector's Repr- ative J seph . Gerding, P.E. Special Inspector SI 1032, PE 42568 Cc: file 137502-A Tricon Development St. Lucie County RXECEIVE'D FEB 2 7 2006 Public Works St. Lucie County, FL O O O C5 C6 C5 O O C5 C5 O O O O C5 O O � O B2 N � O R7 N N O j B'Z T -4-t - -. ''_ GERDING ENGINEERING CORPORATION STRUCTURAL ENGINEERING 4450 WEST EAU GALLIE BLVD., #212 MELBOURNE, FL 32934 PHONE 321259 7773/FAX 321 259 7104 SPECIAL INSPECTION REPORT PROJECT: Oceanique Condominium, Bld. A, St. Lucie County Permit #24050639, GEC #137502A SUBJECT: Field Report No. 29 Inspector: Jason Hanks Date: January 31S`, 2006 Time: 1:05—1:45pm Present at Site: Tricon Development, Concrete Forms, Tarmac, Universal OBSERVATIONS Observed reinforcing steel placement, bar size and quantity, clear cover and formwork for the eleven (11) columns from the 4 h to 5a` floor levels as highlighted on the attached drawing. Column steel size and quantity were as shown in the column schedule on sheet S3 of the structural plans. Clearances were adequate. Nine (9) +/- CY of 5,000 psi concrete (Tarmac mix # 753300) was placed in column forms with a 2" pump and consolidated with a 2" mechanical vibrator. Universal technician sampled concrete and cast test cylinders. ITEMS TO VERIFY N/A . ' ACTIONS TAKEN A Signed, gJasonHanks -- Special Inspector's Re ntative Jo eph Gerding, ?.E. Special Inspector SI 1032, PE 42568 Cc: file 137502-A Tricon Development St. Lucie County FEB 2 7 2006 public Works St. Lucie County, FL O O as , O a O 1 GERDING ENGINEERING CORPORATION STRUCTURAL ENGINEERING 1Y " 4450 WEST EAU GALLIE MELBOURNE, FU //212 L 3 934Cp (v✓ y7�t %tl PHONE 321259 7773/FAX 321 259 7104 SPECIAL INSPECTION REPORT PROJECT: Oceanique Condominium, Bld. A, St. Lucie County Permit #24050639, GEC #137502A SUBJECT: Field Report No. 30 Inspector: David Jones Date: February 1", 2006 Time: 11:00 - 11:15am Present at Site: Tricon Development, Concrete Forms, Tarmac, Universal OBSERVATIONS Observed #5 reinforcing steel placement in CMU filled cells of the 4"' floor walls for the north stair tower and elevator, and the masonry columns interior of the stair towers. Steel placement was as shown on sheet S2 of the structural plans. Clean out covers were placed prior to grout placement. Twelve (12)+/- CY of 3,000 psi CMG grout (Tarmac mix#892300) was ordered for placement in filled cells with a 2" pump. ITEMS TO VERIFY N/A ACTIONS TAKEN A Si ed, avid A. Jones, Special Inspector's Re- entative 7-A 2/0 Joseph . GerdingP.E. , Special` Inspector SI 1032, PE 42568 Cc: file 137502-A Tricon Development St. Lucie County , 'ED FEB 2 7 2006 Public Works St. Lucie County, FL GERDING ENGINEERING CORPORATION ` STRUCTURAL ENGINEERING 4450 WEST EAU GALLIE BLVD., #212 MELBOURNE, FL 32934 PHONE 321 259 7773/FAX 321 259 7104 SPECIAL INSPECTION REPORT PROJECT: Oceanique Condominium, Bid. A, St. Lucie County Permit #24050639, GEC #137502A SUBJECT: Field Report No. 31 Inspector: David Jones Date: February 3`d, 2006 Time: 10:50 - 11:40am Present at Site: Tricon Development, Concrete Forms, Tarmac, Universal OBSERVATIONS Observed #5 reinforcing steel placement in CMU filled cells of the lst floor walls for the frangible walls of the lst floor south. Steel placement was as shown on sheet S2 of the structural plans. Clean out covers were placed prior to grout placement. Twenty five (25) +/- CY of 3,000 psi CMG grout (Tarmac mix#892300) was ordered for placement in filled cells with a 2" pump. ITEMS TO VERIFY N/A ACTIONS TAKEN N avid A. Jones, O Special -Inspector' . Joseph E. Gerding, P,E. SON, ED Special Inspector SI 1032, PE 42568 Cc: file 137502-A FEB 2 2d�6 Tricon Development pubiac ®rks St. Lucie County St. Lucie County, F`- GERDING ENGINEERING CORPORATION STRUCTURAL ENGINEERING 4450 WEST EAU GALLIE BLVD., #212 MELBOURNE, FL 32934 PHONE 321 259 7773/FAX 321 259 7104 SPECIAL INSPECTION REPORT PROJECT: Oceanique Condominium, Bld. A, St. Lucie County Permit #24050639, GEC #137502A SUBJECT: Field Report No. 32 Inspector: David Jones Date: February 7', 2006 Time: 12:44 — 2:30pm Present at Site: Tricon Development, Concrete Forms, Tarmac, Universal OBSERVATIONS Observed steel reinforcing placement, bar size and quantity, clear cover, post tension cable placement and support, formwork, shore and re -shore of the 1" pour of the 5`'' floor slab and beams to be complete per sheet S4 of the structural plans, cable shop drawings PT 030, 31 and the shoring plan. Slab form was cleaned and ready for concrete placement. Observed #5 reinforcing steel placement in CMU filled cells of the 4`h floor walls for the south stair tower, elevator and the masonry columns interior of the stair tower. Steel placement was as shown on sheet S4 of the structural plans. Clean out covers were placed prior to grout placement. Ten (10)+/- CY of 3,000 psi CMG grout (Tarmac mix#892300) was ordered for placement in filled cells with a 2" pump. ITEMS TO VERIFY N/A ACTIONS TAKEN RavidA. JoneeC Speciai'Inspector's Re ative Joseph . Gerding,-P.E. Special Inspector SI 1032, PE 42568 Cc: file 137502-A Tricon Development St. Lucie County C---t c enj F—® FEB 21 2006 public WIOTKs StI ucle O°unl'y' �� GERDING ENGINEERING CORPORATION STRUCTURAL ENGINEERING 4450 WEST EAU GALLIE BLVD., #212 MELBOURNE, FL 32934 PHONE 321 259 7773/FAX 321 259 7104 SPECIAL INSPECTION REPORT PROJECT: Oceanique Condominium, Bld. A, St. Lucie County Permit #24050639, GEC #137502A SUBJECT: Field Report No. 33 Inspector: Paul Herkenratt Date: February 8, 2006 Time: 7:00am - 11:50am Present at Site: Tricon Development, Concrete Forms, Tarmac, Universal, Pumpco OBSERVATIONS Observed concrete pour of 1" pour of 5h floor slab form. Slab form was poured to a depth of 7" with tarmac mix design 771501 (6.5 Bag #57 with HRWR additive. Concrete was placed using a 5" concrete pump and consolidated in form using a 2" mechanical vibrator. Universal engineering field technician tested slump. and cast 5 test cylinders for each 50 cu. yds. of concrete design mix placed. A total of 260 cu. yds. of concrete was ordered for the slab pour. ITEMS TO VERIFY N/A ACTIONS TAKEN Signed, ea Herkenratt Special specttoor's sentative Joseph'E. Ger'ding, Y.E. Special Inspector SIA032, PE 42568. Cc: file 137502-A Tricon Development St. Lucie County 1 I 1V Ld FEB 2 7 2006 public VVOCKS St. Lucie County, FL GERDING ENGINEERI NG CORPORATION STRUCTURAL ENGINEERING GALLIE BLVD., #212 Sla� 4450 WEST EAU MELBOURNE, FL 32934 PHONE 321 259 7773/FAX 321 259 7104 SPECIAL INSPECTION REPORT `PROJECT:. Oceanique Condominium, Bld. A, St. Lucie County Permit #24050639, GEC #137502A SUBJECT: Field Report No. 34 Inspector: David Jones Time: Date: February 9`h & l0d', 2006 Present at Site: Tricon Development, Concrete Forms, Tarmac, Universal ;OBSERVATIONS Feb. 91h 1:00 — 3:30pm . Observed steel reinforcing placement, bar size and quantity, clear cover, post tension cable placement and support, formwork, shore and re -shore of the 2nd pour of the 5`h floor slab and beams to be complete per sheet S4 of the structural plans, cable shop drawings PT 030, 31 and the shoring plan. Slab form was cleaned and ready for concrete placement. Observed reinforcing steel placement, bar size and quantity, clear cover and formwork for the eighteen (18) columns and shear wall SW3-from the 5h to 6`h floor levels as highlighted on the attached drawing. Column steel size and quantity were as shown in the column schedule on sheet S3 and shear wall steel was placed per sheet S8 of the structural plans. Clearances were adequate. Twenty (20) +/- CY of 5,000 psi concrete (Tarmac mix # 753300) was placed in column and shear wall formswith a 2" pump and consolidated with a 2" mechanical vibrator. Universal technician sampled concrete and cast test cylinders. Feb. 10`' 7':25*-.9:30am nd Observedpiacernent of two hundred twenty six (226) +/- CY of 4,000 psi concrete (Tarmac mix #771501) in the 2pour of the 5� floor slab and beams. Concrete was placed with a 5" pump and consolidated with a 1 '/4" mechanical vibrator. Universal technician sampled concrete and cast test cylinders. ITEMS ,TOVERIFY N/A .;: „ ACTIONS TAKEN A r—ftn ed, �4U avid.A.Jone O Special Inspec os P. , en 've FEB " 2006 "b Z "bile Works . C Ste �:ounty3 FL Joseph E. Gerdin.g, P.E. °l ucie O Special Inspector SI 1032, PE 42568 �i w Nj .. c.;. 1 t-.r