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Home My WebLink AboutKSM PAPPERSKELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 RO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH-(561).845-7445. www.ksmengineering.net- MELBOURNE (321) 768-8488 -FA)(-(561)-845-8876 "E=Mail:-KSM@KSMENGINEERINGNET ST. LUCIE.(772) 229-9093 C.A.: 5693 FAX (772) 589-6469 December 6, 2017 The W Group 1409 SW Albatross .Palm City, FL 34990 SCANNED BY Re. Ocean Towers St. Lucie County 9400 S. Ocean Drive Jensen Beacivi Florida Permit #: SLC 1709-091 KSM Project#: 161991-1d Dear Mr. 'Flynn: a'7 o I DEC 062017 BY: ....................... Enclosed, please find the density test results performed on the grade beam at the above .referenced: project. Should you -have any questions, please feel free -to contact -the office=. Maq;W,riphlflynn@twgcontractors:com Mail 3 Copies Ronald G. Keller, P.E.: 37293 /-SI-Lic, No.: 860. / Julie.E..Kelle,-P.E.:-68366_ TAP 0ILt &%IIILVL KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH.(561).845-7445- www.ksmengineedng.net MELBOURNE (321) 768-8488 -FAX-(561) 845-8876 E=Mail: KSM®KSMENGINEERING.i4ET ST. LUCIE.(772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL'COMPACTION REPORT ASTM D 1557 and ASTM D 2922 .DATE TESTED: December e, 2017 KSM JOB #: 161991-1 d/SS/cv PERMIT #: SLC 1709-0091 CONTRACTOR: The W Group JOB -LOCATION: Ocean Towers 9400. S_ Ocean. Drive Jensen- Beach, Florida MATERIAL: Brown and Tan Sand ITEM TESTED: Grade,Beam TEST LOCATION DEPTH MOTS- PEN DRY MAX. DRY PERCENT OF SAMPLE TURE READ .DENSITY .PROCTOR COMPACTION VALUE T, North 0" —12" 6.4 38 103.8 105.2 98.7 2. East 40 1:04..4 99.2 3. South 36 � 102.7 97.6 4. West 40 104.0 98.9 Rbnald G: Keller, P.E:: 37293-/ SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 U?Ad_r_"2Jl_YA KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH-(561) 845-7445 wwwAsmengineeringinet MELBOURNE (321).768-8488 -FAX-(661) 845-8876 -EzMaii:-KSMI§KSMENGtNEERING.-NE-T _ST._LUC1E_(772)_M_qnq C.A.: 5693 FAX (772) 589-6469 'DATE TESTED: PERMIT #_ CONTRACTOR: JOB LOCATTiONc- Soil Description: Max. Dry Density: Optimurry Moisture: JuRe-E Kellec, R.E.: President MOISTURE -DENSITY -RELATIONSHIP MODIFIED PROCTOR *STM D 1557) Decemberf', 2017 SLC 1709-10091 The,W'Gtoup Ocean Towers_ 9400 S. Ocearv.Drive Jensen Reaclr, Florida RS-M JOB#: 161991-1p 10 11 12 13 14 15 'Moisture -'Percent-cf Dry Weight Brown and Tan Sand 1052 P-.C7..F 12.2.Percent Ronald G. Keller, P.E.:37293/Sl Lic. No.:860 / Julie E. Keller, P.E.: 68366 r Tl' CA'1 t atlaiva KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 R O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 November 30, 2017 Ocean Towers Condo Association, Inc. 9400 S Ocean Drive Jensen Beach, FL 34957 Re: Proposed New Addition (NW Side of Pool Building) Ocean Tower Condominiums 9400 S. Ocean Drive Jensen Beach, Florida KSM Project #: 161346-p Dear Gentlemen: As requested, we were present during the installation of the ten (10) auger -cast - piles for the proposed structure at the referenced site. Pile layout by others. The pile installation inspection was generally performed in accordance to the "Inspector Guide to the Auger Cast -In -Place Piles", published by the Auger Cast - In -Place Pile Committee of The Deep Foundation Institute. Based on this inspection, it is our professional opinion, that the piles constructed for the referenced project were installed as specified on the construction drawings. The pile documentation and Location Plan are attached. We are pleased to be of assistance to you on this phase of your project. If you have any questions, please feel free to contact the office. linda@wfmccain.com; Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 *lC1t A%L"A Yi KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND ETESTIING INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 Pile Installation Inspection Ocean Towers Condominiums 9400 S. Ocean Drive Jensen Beach, Florida KSM Project #: 161346-pile Date Installed: November 28, 2017 Pile Location (See Location Plan Pile Diameter Pile Length Pile Reinforcement Pump Strokes Truck No. Time Installed 1 14" 16' 6 - #6 Cont. w/ #3 Ties @ 12" O.C. 28 4473 11:15 2 " 26 4473 11:26 3 ° 27 4473 11:56 4 " 24 4473 12:08 5 " " 26 4473/6527 12:22 6 " " 27 6527 12:32 7 " " 28 6527 12:45 8 " 29 6527 1:02 g " " 27 6527 1 1:08 10 30 6527 1:13 Note: 1. Pile Grout Strength @ 28 Days = 5,000 psi Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 I NG BLOCK WALL — OF NEW FLOOR SLAB B L----- 400 C_REIE 5 AM ---- 7 ti 14'0 AUGER CAST CONCRETE _+2 — PILE SEE SPEC/NOTES FOR _ _ _ _ _ _ _ _ _ _ - CAPACITY, DEPTH & OTHER RFO'S 0 IN I 1 m sa I I I 9 I I I I m m I I I a g 2 I I I 1 20' X 20' CONCRETE GRADE BEAM CENTERED UNDER EXTERIOR CMU WALL 10 1 1 1 I -------- ---------- -------- IM 113 r-1. LOCATION OF PILES PROJECT: Ocean Tower Condominiums, 9400 S. Ocean Drive, Jensen Beach, Florida SHEETI OF 1 '�' C'19 ENGINEERING- DRAWN BY: J.L DESIGNED BY: J.K. PERMRR' PROJECT#., 161346-pile Al Q0 lrt% AND TESTING SCALE: NONE DO NOT DISTURB USING TLE ROW OUSTING S' MU WALL 1 CROW OVYRHANG STEEL ANGLE 3x3x; ANCHORED TO 8" CONCRETE BEAM 6" STEEL GLV. EXPANSION ANCHORS 2' O.0 MAX SPACING SEE DETAIL 2 STEEL CHANNEL MC 6x8.2 SPACED 24" O.C. (TYP.) C SEE DETAIL 3 SEE CHANNEL SPACING DETAIL. MC CHANNEL BEARING ELEV. i" PROPOSED 8"06" CONCRETE BEAM ATTACHED TO EXISTING 8" CMU WALL (BY OTHERS) STEEL ANGLE 3x3xj fMC CHANNEL BEARING ELEV. ANCHORED TO 8" CONCRETE BEAM Y 2 i" � W/ 4" x 6" STEEL GLV EXPANSION ANCHORS Al A2 A2 Cl All a IYP. vra ERECTION PLAN N.T.S. NORTH ROOF DECK SPECIFICATIONS ME B-HSB-36 CALVANRED STEEL ROW DECK. 36' NEE PANELS, 1-1/2' DEEP RIBS SPACED 0 6' O.C., 20 p, WEII - 23 PSE, + S =-.235 INA, MANUFACTURED BY VEROO OR APPROVED ALTERNATE. STEEL OEM SHALL BE FASTENED TO ALL STEEL SUPPORTS W/ 3/4.0 SPOT MELDS 0 B' O.F h SIDE OVERLAP SEAMS BUTTON WELOED 012' O.C. ROOF SLOPE J" PER LINEAR FOOT. 2' O.0 MAX SPACING SEE DETAIL 1 PROPOSED B" CONCRETE BEAM ATOP 8° CIVIL WALL (BY OTHERS) STEEL ANGLE 304 ANCHORED TO 8' CONCRETE BEAM W/ J" x 6' STEEL GLV. EXPANSION ANCHORS 2' O.0 MAX SPACING SEE DETAIL 2 STEEL ANGLE 3x3xj ANCHORED TO B" CONCRETE BEAM 3" x 6" STEEL GLV. EXPANSION ANCHORS 2' O.0 MAX SPACING SEE DETAIL I APPROVED . ayW..y.w,w,.+w aeew m.A�on BRI OF MATERIAL _ no. P.. S Ip D—ou- Imam R.. Ru'r � <z u mY. Aa, Pv In. STEEL ANGLE 3 x 3 x3 2 g R AR XSS L ].a13 13 a ID CI X55 L B.flR I] I DEr.AiiL:1[]lL #1 STEEL CRED ANGLE l9.1 R ANCHTO BCONCRETE BEAM @999 Q W/ J'. 6' STEEL GLV. EXPANSION ANCHORS SPACED V-10 j' O.0 (TWO TOTAL) (' STEEL ANCHOR BOLTS �S' MINNE PER DETAIL) 0. ANCHORED TO B' CONCRETE BEAM Z fi' MIN EMBEDMENT DEPTH �� 6 -- Owl STEEL ANGLE 3 x 3 x y DETAIL #2 `STEELN NCANGLE TO S' CONCRETE BEAM ( W/ j' STEEL ANCHOR BOLTS SPACED 1'-9 I$' O.0 (TWO TOTAL) STEEL CHANNEL 6 x 8.2 DETAIL #3 S EEL CHANNEL C 6.8.2 SPACED 24' O.C. MAX SEE CHANNEL SPACING DETAIL (10 TOTAL) STEEL CHANNEL C 6 X 8.2 SEE DETAIL 2 �= SPACED V-11 d' O.0 (10 TOTAL). STEEL ANGLE ].D.f SEE DETAIL 1 CHANNEL SPACING DETAIL APPROVED r b O O O M F � L' & b a ROOF DECK LAYOU DECK WPE: �r•= Nons Y= Tn sx[=i =a iu01Ea aWi4 HM flP l.B[ NY HLPW= RtlI WmYa N H HHF4 NG RxY IOU dl BY MRH R[tlRBiG M ROmI APPAOVEO \.ewarwn. w..m HH�. MIAMI METALL DECK TYPE B vmK..H �ZL wrevw. 20 cmca PY�16� m e'.'. °ep6�ww •'•na.n. mu .,w® w... aw w�wu® wd J.w....ae m M.�wv \Hnma _ al.nw a..ee yea •.un nvyeubw�. •w..a � Yf m.vur. a .v .ee. m. w aane m a amn w nvy. a v.a•W .w. • °� a au Y.-..w W a.n a r..r.e aewn eu lel Ye• w aaw .®°e.u. nvn vuamao men nNnq ..m.. "yrv�vv mna mmunv ae ❑. ❑.e v®svn.• W a0 aw.• ryµyµ ❑4W OUOr•• •Wo•••WWNW ❑ heb M Own• b M® ei wuum. ❑ RYVW< \JYq \Wq SYMBOLS FOR APPROVAL NOT FOR FIELD USE