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HomeMy WebLinkAboutPLANSSTRUCTURAL -GENERAL NOTES 'F50 L DESIGNCRITERIAE SIGN. LOADS: E C 1.S WINDDESIGN: WIND SPEED (MPH) V(ADJ)=128 V(UL7)=165 RISKCATEGORY It EXPOSURE CATEGORY D SCANNED ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT CPI =+/- 0.18 C«. By TOPOGRAPHIC FACTOR KZT=1.0 S Lucien County 2. LOADS ON THE STRUCTURE DURING CONSTRUCTION SHALL NOT EXCEED THE DESIGN LOADS AS NOTED IN DESIGN CRITERIA a LOADS BELOW OR THE CAPACITY OF PARTIALLY COMPLETED CONSTRUCTION AS DETERMINED BY THE CONTRACTOR'S SSE FOR BRACING/SHORING. GENERAL REQUIREMENTS 1. THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS GOVERNED BY THE 'FLORIDA BUILDING CODE (FBC)', Sth EDITION, HEREAFTER REFERRED TO AS THE FBC, AS ADOPTED AND MODIFIED BY THE AUTHORITY HAVING JURISDICTION (AHJ). Z THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DETAILS AND ACCURACY OF THE WORK WITH ENGINEER AND OTHER TRADES; FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS; FOR SELECTING FABRICATION PROCESSES; FOR TECHNIQUES OF ASSEMBLY,' AND FOR PERFORMING WORK IN SAFE AND SECURE MANNER. 3. THE STRUCTURAL DRAW/NGSARE INTENDED TO SHOW THE GENERAL CHARACTER AND EXTENT OF THE PROJECT AND ARE NOT INTENDED TO SHOWALL DETAILS OF THE WORK. 4. DISCREPANCIES,OMISSIONS, OR INCONSISTENCIES WITH APPLICABLE CODE REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING BEFORE SUBMITTING A BID OR PROCEEDING WITH THE WORK. 5. THE CONTRACTOR SHALL VERIFYALL DIMENSIONS AND CONDITIONS AT THE SITE. CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING BEFORE PROCEEDING WITH THE WORK -� 6. THE CONTRACTOR IS RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE STRUCTURE DURING CONSTRUCTION AND SHALL PROVIDE TEMPORARY SHORING, BRACING AND OTHER ELEMENTS REQUIRED TO MAINTAIN STABILITY UNTIL THE STRUCTURE IS COMPLETE. DO NOTLOAD STRUCTURES, NEW OR EXISTING, WITH WEIGHT THAT WILL ENDANGER STRUCTURE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THE WORK REQUIRED IN THE CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS FOR EXECUTING IT PROPERLY. STRUCTURAL CERTIFICATION 1. 1 CERTIFY THAT THE PLANS AND SPECIFICATIONS COMPLY WITH THE STRUCTURAL PORTION OF THE FLORIDA BUILDING CODEFIFTH EDITION, 2. IALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDEADEQUATE RESISTANCE TO THE WIND LOADS SPECIFIED IN SECTION 16091N THE FBC. POST -TENSION NOTES 1. ALL PROCEDURES SHALL BE IN CONFORMANCE WITHA.C.I. 318(LATESTEDITION) AND POST -TENSIONING INSTITUTE. 2. CABLE SHALL BE LOWRELAXATION UNBOUNDED 7 WIRE STRAND(M2-DIA.) CONFORMING TO A.S.T.M. A416, GRADE 270. CERTIFIED MILL TEST FOR STRAND SHALL BE SENT TO ENGINEER 3. MINIMUM CONCRETE STRENGTH AT TIME OF STRESSING SHALL BE 3,000P.S.I. 4. ALL INSERTS FOR SUSPENDED MECHANICAL AND ARCHITECTURAL WORK SHALL BE CAST IN PLACE WHENEVER FEASIBLE WHEN ADDITIONAL FASTENERS ARE REQUIRED, ONLY THOSE THATARE ANCHORED IN DRILLED HOLES ARE PREFERRED, WITH THE APPROVAL OF THE ENGINEER OF RECORD. 5. ANCHORAGE DETAILS AND CONCRETE STRESS REQUIRED AT STRESSING SHALL BE PROVIDED BY POST -TENSIONING SUPPLIER. 6. ALL BEAM TENDONSATANCHORAGELOCATIONS SHALL BEPROTECTED INACCORDANCE WITHAC1318.(LA7-EST EDITION) SECTION 18.14.3. SLAB TENDONS SHALL BE PROTECTED LIKEWISE WHERE NEW SLAB EDGES ARE TO BE CAST.7. PRESTRESSING WIRE OR STRAND SHALL BE CLEANAND FREE FROM CORROSION, ,IIIII aADEQUATE SUPPORT BARS AND CHARS SHALL E FURNISHED TO ADEQUATELY HOLD THE TENDONS INPLACE DURING THE CONCRETE PLACEMENT. 9. SHOP DRAWINGS SHOWING ALL DETAILS OFEND ANCHORAGES, CONNECTION BLOCK OUTS OR HOLES, INSERTS, AND OTHER PRE STRESSING DETAILS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL BEFORE \V CONSTRUCTION- ' O 10. TENSILE STRESS IN POST -TENSION TENDONS SHALL NOTEXCEED 0.70 F.P.U. IMMEDIATELYAFTER TENDON = a �06 ul � W ANCHORAGE. INITIAL STRESS SHALL BE 0.80FP.U. PRIOR TO ANCHORING CABLE. 11. RECORDS SHALL BE KEPT OFALL JACKING FORCES AND ELONGATIONS. PRIOR TO CUTTINGOFANYP/T TENDON- ` '(P�<-O TAILS, THE THRESHOLD INSPECTING ENGINEER AND THE PIT DELEGATED ENGINEER SHALL ISSUEA LETTER ,`, 9 STATING THATTHE STRESSING WAS COMPLETED IN ACCORDANCE WITH THE PROJECTDOCUMENTS. i 12. PITSUPPLIER TO PROVIDE RECENTCALIBRATION RECORDS OFALL STRESSING EQUIPMENT.An O \ 13. POWER DRIVEN FASTENERS WILL BE PERMITTED WHERE IT CAN BE SHOWN THAT THE INSERTS WALL NOT SPALL / P THE CONCRETEAND WHERE FASTENERS ARE LOCATED SO AS TO AVOID TENDONS. CONTRACTOR MUST LOCATE TENDONS ON THE SURFACE OF THE SLAB. NOTIFYENGINEERIFOTHERWISE. ROD dl I 14. WELDING IN THE VICINITY OF STRANDS IS FORBIDDEN. FL P.E. 610001 JAN 27, 2017 TREASURE COVE DUNES CONCRETE REPAIR 4100 N. AIA FT. PIERCE, FL BUILDING 3. BALCONY REPAIRS lo® � RO BEACH. FL 329 VERO(772)5 FL32B60 ®- PH. (772) 779 3615 ENGINEERING, INC F%. (]]2)]]8361] MMaua Ml D a wswLUlES muewwuF. R. - PH (321) x 1510 �MCA 03720 2' P M - PH CTZ) I SC55 DESIGN. 15-320 DESIGNED-T.S. T.S. OEAMCHECK AXIL cHEcnfiD R.V. R.V. DATE JAN 2017 SHEET 1 OF 32 RAIL SCREEN SHUTTERS INTERIOR BALCONY BLDG. 3 UNIT NUMBER: 311 INSPECTED ON: 07/09/2015 RAIL REMOVE SCREEN TOP TRACK SHUTTERS REAR BALCONY BALCONY FINISH: X TILE CARPET LEGEND: ® A. HOLLOW TILE ON SURFACE 15 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 20 L.F. ® D. SLAB SPALL UNDERNEATH S.F. 'V E. CRACKS ON SLAB -GRAVITY FEED L.F. F. STUCCO S.F. G. COLUMN REPAIR C.F. H. WALL REPAIR S.F. © I. POST TENSION REPAIR E.A. J. WATERPROOFING S.F. ® K. RUST SPOTS E.A. n.rUv� L. CRACKS UNDER SLAB L.F. ® M. RUST SPOTS BOTTOM E.A. N. WALL CRACK L.F. �G•••Q.NSE 4L i Opt �06 W ;W=_ F \� FL. JAN 27. 20 TREASURE COVE DUNES CONCRETE REPAIR 4100 N. A1A FT. PIERCE. FL BUILDING 3: BALCONY REPAIRS ©���e a 635-20THS REE 9, r VERO BEACH, FL 32860 ® S7 PH. (772)56&6035 FX. (7T2) ]]0-361] ENGINEERING. INC, mom Bp WLU lw k ASSCCNTES YEIB.WRNE. R - M (321) 2 1510 CONSURWB UNGINMINO CA /3728 R. PIERCE. R - N (A2) IW-90% OB NO.+s-azo DEGICNW T.S. DRAWN AE.R. cnecrce0 R.V. DATE JAN 2017 s,EET 2 OF 32 RAIL SCREEN REAR BALCONY BLDG. 3 UNIT NUMBER: 312 INSPECTED ON: 07/09/2015 BALCONY FINISH: _ X TILE CARPET LEGEND: ® A. HOLLOW TILE ON SURFACE 20 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 20 L.F. ® D. SLAB SPALL UNDERNEATH S.F. E. CRACKS ON SLAB -GRAVITY FEED L.F. F. STUCCO S.F. G. COLUMN REPAIR C.F. H. WALL REPAIR S.F. © I. POST TENSION REPAIR E.A. J. WATERPROOFING S.F. ® K. RUST SPOTS E.A. r\rUv- L. CRACKS UNDER SLAB L.F. ® M. RUST SPOTS BOTTOM E.A. N. WALL CRACK L.F. FL JAN 27, 20 TREASURE COVE DUNES CONCRETE REPAIR 4100 N. A1A FT. PIERCE, FL BUILDING3: BALCONY REPAIRS n VER09FJCH,FL3296D ®�� 1835-20TH6TREET PH.(772) 569-0035 ENGINEERING7ING F%.(]]2)T]8-381] NDu eDmes VINAkiw n ASEDC MWURNE R - PN (321) 253-tsto MnULUG ENGINEMW a 13728 R. PERCE, sl - PN (772) The-0D MONO. 15-320 DESIGNED T.S. WN A.E.R. CItEO R.V. E JAN 2017 NET3 OF 32 WALL SPALL 6 FT2 RAIL SCREEN SHUTTERS DOORS REAR BALCONY BLDG. 3 UNIT NUMBER: 313 INSPECTED ON: 07/09/2015 BALCONY FINISH: X TILE CARPET LEGEND: ® A. HOLLOW TILE ON SURFACE S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR L.F. ® D. SLAB SPALL UNDERNEATH S.F. r-r`� E. CRACKS ON SLAB -GRAVITY FEED L.F. F. STUCCO 6 S.F. G. COLUMN REPAIR C.F. H. WALL REPAIR S.F. © I. POST TENSION REPAIR E.A. J. WATERPROOFING S.F. ® K. RUST SPOTS E.A. nrUv L. CRACKS UNDER SLAB L.F. ® M. RUST SPOTS BOTTOM E,A, N. WALL CRACK L.F. FL. JAN 27, 2017 }}}(}����/� 1835-20TH STREET doe No. 15-320 COVE DUNES BUILDING 3: ®® BV F. 7, H, FL 32080 OEeIGNEO T.S. 111 iiilll 111iii PH. p]2158ea035 Ow,vm pER. BALCONY REPAIRS ENGINEERING,INC Fx.p�z ns3e1T CONCRETE REPAIR aEceEO R.V. 4100 N. A1A uou avxlEs HUNmwe n psocwcs wenwlE 1<- IN (RI) ] 1510 MTE , 2017 FT. PIERCE, FL c01seE1 FRCWEEiPC w 13725 11. PERS, R - M (m) d -> &1EET ♦ OF 32 RAIL SCREEN REAR BALCONY BLDG. 3 UNIT NUMBER; 314 INSPECTED ON: 07/09/2015 BALCONY FINISH: X TILE CARPET LEGEND: ® A. HOLLOW TILE ON SURFACE 1 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 5 L.F. ® D. SLAB SPALL UNDERNEATH S.F. ^�ti�_E. CRACKS ON SLAB —GRAVITY FEED L.F. F. STUCCO S.F. G. COLUMN REPAIR C.F. H. WALL REPAIR S.F. © I. POST TENSION REPAIR E.A. J. WATERPROOFING S.F. ® K. RUST SPOTS E.A. �rUv� L. CRACKS UNDER SLAB L.F. ® M. RUST SPOTS BOTTOM E.A. N. WALL CRACK L.F. L FL. P.E.#6100001 JAN 27, 2017 TREASURE COVE DUNES CONCRETE REPAIR 410E N. A'IA FT. PIERCE, FL BUILDING3: BALCONY REPAIRS t635-20TH STREET ® VERO BEACH, FL 32060 I= PH.(T2)56a0035 Fx. (7T2) na361T ENGI MUAMlw G CCAC HCv, aamr5 GINEERTN e: RSSOCN28 IT. P NE. R - px p2) 2sn WNEIIITNC FNCINEERMC CA /]]28 p2, PYRLL R - PH (l22) �-9CS5 JOBNO 15-320 OESICNM S. OPM A.E.R. CHECNE6 SATE d5 JM SHEET $ OF .32 F 3 SEAL EDGE SEAL GROUT RAIL SF _L REAR BALCONY BLDG. 3 UNIT NUMBER: 315 INSPECTED ON: 07/09/2015 BALCONY FINISH: X TILE CARPET LEGEND: ® A. HOLLOW TILE ON SURFACE S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR L.F. ® D. SLAB SPALL UNDERNEATH S.F. ^�1 _ E. CRACKS ON' SLAB —GRAVITY FEED L.F. F. STUCCO 3 S.F. G. COLUMN REPAIR C.F. H. WALL REPAIR S.F. © I. POST TENSION REPAIR E.A. J. WATERPROOFING S.F. ® K. RUST SPOTS E.A. �rUv'T L. CRACKS UNDER SLAB L.F. ® M. RUST SPOTS BOTTOM E.A. N. WALL CRACK 3 L.F. 61po d = O: NO' ; L W. \\ FL. JAN 27, 2017 TREASURE COVE DUNES CONCRETE REPAIR 4100 N. A1A FT. PIERCE, FL BUILDING 3: BALCONY REPAIRS 1835-20TH STREET VERO BEACH, FL 32880 ®� PH.(TT2) 5600036 ENGINEERING,INC Fx.(nz)TTe-361) wow SDMfS nwxlm h AssODwTE3 uBSODENE R - M (321) zs 1510 CO IJL GlG ENGINOMMW G 03728 N. gOyGC 6, - W (77y) 16S .= pO No. 15-320 DESIGNED T.S. MAN &E.R. cHEcnED R.v. GATE J N 2017 SHEET 6 OF 32 RAIL SCREEN SHUTTERS INTERIOR BALCONY BLDG. 3 UNIT NUMBER: 321 INSPECTED ON: 07/09/2015 RAIL SCREEN SHUTTERS REAR BALCONY BALCONY FINISH: X TILE CARPET lF=-4011101 ® A. HOLLOW TILE ON SURFACE 4 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. HE C. -SLAB SPALL EDGE REPAIR 15 L.F. ® D. SLAB SPALL UNDERNEATH 19 S.F. ^-r�� E. CRACKS ON SLAB —GRAVITY FEED 17 L.F. F. STUCCO S.F. G. COLUMN REPAIR 1 C.F. H. WALL REPAIR S.F. © I. POST TENSION REPAIR E.A. J. WATERPROOFING S.F. ® K. RUST SPOTS E.A. - rUv� L. CRACKS UNDER SLAB L.F. ® M. RUST SPOTS BOTTOM E.A. N. WALL CRACK L.F. FL. P. JAN 27, 2017 TREASURE COVE DUNES CONCRETE REPAIR 4100 N. A1A FT. PIERCE. FL BUILDING 3: BALCONY REPAIRS 1835-20TH STREET E3VVERO BEACH, FL 32880 A°� PH.(772) 589-0035 ENGINEERING ING FX. (1]2)J]8381T 40N ROMPS "W InR k ASECC417E5 IR36CIIENF. R - M (321) 3 1510 LONSIILTNO MONEERINC G 13728 IT RERCE. R - RI (772) 469_& JOB NO. 15-320 OESICNEO T.S. DRAM A.E.R. OBECNREO R.V. BATE JMI 2017 SHEET 7 OF 32 RAIL SCREEN EFFLORE ON B( OF S SLIDERS REAR BALCONY BLDG. 3 UNIT NUMBER; 322 07/09/2015 INSPECTED ON: X BALCONY FINISH: TILE CARPET LEGEND: ® A. HOLLOW TILE ON SURFACE 85 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 4 L.F. ® D. SLAB SPALL UNDERNEATH 11 S.F. E. CRACKS ON SLAB -GRAVITY FEED L.F. F. STUCCO S.F. G. COLUMN REPAIR C.F. H. WALL REPAIR S.F. © I. POST TENSION REPAIR E.A. J. WATERPROOFING S.F. ® K. RUST SPOTS E.A. r�rUtin L. CRACKS UNDER SLAB 20 L.F. ® M. RUST SPOTS BOTTOM E.A. N. WALL CRACK L.F. FL. JAN 27. 2017 TREASURE DUNES CONCRETE REPAIR 4100 N. A1A FT. PIERCE, FL BUILDING BALCONY REPAIRS ® H VERO BEACH. FL32980 ®�BPH. (772)5630035 ENGINEERING,ING FX.(>]2)]>e-381] NON 80 mu. s msoCu7Es R¢ewmxE, R - RH (an) 1 1110 Cw MMG MGINMNG G Ism Rc PEA R - M (772) 46 9M JOBNO.15-320 T.S.COVE CRAWN AE.R. CHECMDR,V. DATE JMl 2017 SHEET 8 OF 32 RAIL SCREEN SHUTTERS SIGNS OF WATER ,.,.... AT CEILING JOINT REAR BALCONY BLDG. 3 UNIT NUMBER: 323 07/09/2015 INSPECTED ON: X BALCONY FINISH: TILE CARPET LEGEND: ® A. HOLLOW TILE ON SURFACE S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR L.F. ® D. SLAB SPALL UNDERNEATH 10 S.F. M� E. CRACKS ON SLAB- GRAVITY FEED L.F. F. STUCCO S.F. G. COLUMN REPAIR C.F. H. WALL REPAIR S.F. © I. POST TENSION REPAIR E.A. J. WATERPROOFING S.F. ® K. RUST SPOTS E.A. L. CRACKS UNDER SLAB L.F. M. RUST SPOTS BOTTOM E.A. N. WALL CRACK L.F. ,\\\ \� LI.AMI2q/ p = p — �, %' CD l JAN 27. 2017 TREASURE COVE DUNES CONCRETE REPAIR 4100 N. A1A FT. PIERCE, FL BUILDING 3: BALCONY REPAIRS }t T�l� t835-20TH STREET ' (���Y�Jypi��� VEROB72)56 L32960 PH. (772) 6640037 IN PH. ENGINEEKING, INC FX.pT2)7T6-3617 NDIA Bums mNNA s AsBO AN NDB M R - PN (32I) 2 1510 CONWLTNO ENGINE W CA 13M R, PIEpCE R. - pry (n2) 4N-g DESIGN. 15-320 DESIGNED T.S.Tg CHECK A.E.R. GHECI(Eoe.v. DATE JAN 2017 THEU 9 OF 32 BLDG. UNIT NUMBER: INSPECTED ON: J1111IM0 upom.11 LEGEND: RAIL SCREEN REAR BALCONY 3 324 07/09/2015 X TILE CARPET ® A. HOLLOW TILE ON SURFACE 8 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 3 L.F. ® D. SLAB SPALL UNDERNEATH S.F. N E. CRACKS ON SLAB -GRAVITY FEED L.F. F. STUCCO S.F. G. COLUMN REPAIR C.F. H. WALL REPAIR S.F. © I. POST TENSION REPAIR E.A. J. WATERPROOFING S.F. ® K. RUST SPOTS E.A. r\rUv- L. CRACKS UNDER SLAB L.F. ® M. RUST SPOTS BOTTOM E.A. N. WALL CRACK L.F. NZ N06 =0,At i /�/ A.O �f Ir `/L•'/1X. FL. JAN 27, 2017 TRIA 'UREMBNO. COVE DUNES CONCRETE REPAIR 410E N. E, FT. PIERCE, FL BUILDING 3: BALCONY REPAIRS 1835-20TH STREET g� VERO BEACH, FL 3298E © FH.(772) 559.9935 FX. pT2) 77B-3817 ENGmmavINEERING, EN GINEERING,ING CMmom LMG N NEERIFR x , J37M uu KEME,, - FN M) :sY16iB coN5UL1wG ENGwEFf+iBc G /nze yT. F�RCF. rt _ pB (ns) use-eoss 15-320 9EBIGNE0 T.S. D—A.E.R. CNECHED R.v. SATE JpN 2017 SHEET 10 OF 32 EDGE UNSEALED RAIL SCREEN REAR BALCONY BLDG. 3 UNIT NUMBER: 325 INSPECTED ON: 07/09/2015 BALCONY FINISH: X TILE CARPET LEGEND: ® A. HOLLOW TILE ON SURFACE 75 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 10 L.F. ® D. SLAB SPALL UNDERNEATH 1 S.F. v� -_E. CRACKS ON SLAB -GRAVITY FEED L.F. F. STUCCO S.F. G. COLUMN REPAIR C.F. H. WALL REPAIR S.F. © I. POST TENSION REPAIR E.A. J. WATERPROOFING S.F. ® K. RUST SPOTS E.A. r rUv L. CRACKS UNDER SLAB L.F. ® M. RUST SPOTS BOTTOM E.A. N. WALL CRACK L.F. FL. JAN 27, 2017 TREASURE COVE DUNES CONCRETE REPAIR 4100 N. A1A FT. PIERCE, FL J BUILDING 3. BALCONY REPAIRS VERO BEACH, FL 32BOR ®� E 1835-2O STREET PH. (172) 569-0035 ENGINEERING,INC. F%.(]J2)])8-3819 .= Bcx vNNIRAN A a soct411Es uDNww R - CONS NO ENGINEMM G 13725 R. PIERCE. R - PN (1pu (M) 468-9 JOB NO320 OEGIG ED T,S, T.S. -AWN AE.R. DHECMD GATE JAN JAN 2017 GNEEi 11 OF 32 J J ¢a cn (n RAIL SCREEN INTERIOR BALCONY BLDG. 3 UNIT NUMBER: 331 INSPECTED ON: 07/09/2015 BALCONY FINISH: X TILE LEGEND: FLUSH SLIDERS REAR BALCONY CARPET ® A. HOLLOW TILE ON SURFACE 4 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 15 L.F. ® D. SLAB SPALL UNDERNEATH 3 S.F. E. CRACKS ON SLAB —GRAVITY FEED L.F. F. STUCCO S.F. G. COLUMN REPAIR 1 C.F. H. WALL REPAIR S.F-- © I. POST TENSION REPAIR E.A. J. WATERPROOFING S.F. ® K. RUST SPOTS E.A. r\rUv- L. CRACKS UNDER SLAB L.F. ® M. RUST SPOTS BOTTOM E.A. N. WALL CRACK L.F. v,•'G,:,NSE ,'••�41�i 0; N ' W/ Tc : W �oN FL. JAN 27, 2017 TREASURE COVE DUNES CONCRETNE.PAIR 4100 N. A1A FT. PIERCE. FL BUILDING 3: BALCONY REPAIRS y}�:��$� VER06FACH•FL3 60 ®®T� a� 835-20TH STREET JL PH. (772) 5840035 ENGINEERING,INC. Fx. p)2)ne-3s'I] MCA 8W %,u QM s ts5ccam u¢ LOM n _ RN (321) 2 1510 CONSIXMG ENGINEERWO GA 13728 R. RprcG R - N (M) A6S 9M MONO. 15-320 °ES' E°T.S. pRpWry p,E.R. CHECKED RN. DATE JM 2017 SHEET 12 OF 32 rna SLIDERS REAR BALCONY BLDG. 3 UNIT NUMBER: 332 07/09/2015 INSPECTED ON: X BALCONY FINISH: TILE CARPET LEGEND: ® A. HOLLOW TILE ON SURFACE S.F. \IIIIII!/ ® B. SLAB SPALL FULL DEPTH .REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 10 L.F. ���� J\CLAM ® D. SLAB SPALL UNDERNEATH 3 S.F. t,1SE ^N- E. CRACKS ON SLAB -GRAVITY FEED L.F. F. STUCCO s.F. p; y10 CL G. COLUMN REPAIR C.F. = c \Ao u!= H. WALL REPAIR S.F. 4 © I. POST TENSION REPAIR E.A. 5^P� J. WATERPROOFING F ® —S.F. K. RUST SPOTS E. F. vUtin A. L. CRACKS UNDER SLAB L.F. / ®M. RUST SPOTS BOTTOM fldd P.Ild � \\ TZAR E.A. FL. P. .#61 00 N. WALL CRACK L.F. JAN 7, 2017 TREASURE �� lyq ROBEATH. FR 29 DESK T.S. 11�[R[((��i�L�_JJggII 320 V 183 BEACH, FL STREET OESiGNFD 15— COVE DUNES BUILDING 3: �� PH. (772) 568 0 1. DR M 0.E.R. CONCRETE REPAIR BALCONY REPAIRS ENGINEERINGjNC. cHEcrEO R.V. 4100 N. A1A mom 8m vluu k n Wwtcs uReouw+C ti - M (321) 2sr15to DATE JAN 2017 FT. PIERCE. FL emzmT o mmmim G /3228 M pN a - M (772) I63-9035 SHEET 13 OF 32 BLDG. UNIT NUMBER: INSPECTED ON: M. A I[Ki7uWgjff . LEGEND: mmHg X.W REAR BALCONY 3 333 07/09/2015 X TILE CARPET ® A. HOLLOW TILE ON SURFACE 4 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. HE SLAB SPALL EDGE REPAIR 3 L.F. ® D. SLAB SPALL UNDERNEATH 7 S.F. \�\N�O,�NSE ^-� E. CRACKS ON SLAB -GRAVITY FEED L.F. F. STUCCO S.F. = O; N0 W W G. COLUMN REPAIR F. C.F = * H. WALL REPAIR S.F. � P7' © I. POST TENSION REPAIR E.A. //�/ J. WATERPROOFING S.F. OF F \ ® K. RUST SPOTS E.A. S vUv� L. CRACKS UNDER SLAB L.F. RODOLFO VIL I ® M. RUST SPOTS BOTTOM E.A. FL. P.E.#6 00 N. WALL CRACK L.F. JAN 27, 201 TREASURE J09NO. 15-320 COVE DUNES BUILDING 3: 0 �� � EROBE0TH. FL 320 VEROBEACH,FL32860 PH. (]]2) 56&0035 DESiGNEDT.S. T.S. OBAWN CONCRETE REPAIR BALCONY REPAIRS 1{l�rrJ ENGINEERING,INC. FX.(772)»8-3817 AE.R. CHECKED R.V. 4100 N. A1A FT. PIERCE, FL YON BOMB vi Mw k A9.S AC COMLMG MGINMING f J372a YR9W K R - N (321) ] 151D R, PMa' R- M M2),H-9M DATE JAN 2017 sIIEET 14 OF 32 I RAIL & REAR BALCONY BLDG. 3 UNIT NUMBER: 334 INSPECTED ON: 07/09/2015 BALCONY FINISH: X TILE CARPET LEGEND: ® A. HOLLOW TILE ON SURFACE 4 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 10 L.F. ® D. SLAB SPALL UNDERNEATH S.F. E. CRACKS ON SLAB -GRAVITY FEED L.F. F. STUCCO S.F. G. COLUMN REPAIR C.F. H. WALL REPAIR S.F. © I. POST TENSION REPAIR E.A. J. WATERPROOFING S.F. ® K. RUST SPOTS E.A. nrU1n L. CRACKS UNDER SLAB L.F. M. RUST SPOTS BOTTOM 1 E.A. N. WALL CRACK L.F. Z, Q�. "�N S E q,P = 0 : No. FL P.E.# 1000 JAN 27. 2017 TREASURE COVE DUNES CONCRETEREPAIR 4100 N. A1A FT. PIERCE, FL BUILDING 3: BALCONY REPAIRS VE83 BEACH, FL 32DND �� � 1E135-20TH STREET PH. v>=)56 -GG.S ENGINEERINC41NC. FX.(»2)J]t1-381] WA NDx1E5 mdA w s ASSOCIATES HEIHWFND R - PH (321) 251-t311) CqO LTING ENGINCINING a 137M (T. PESM R - PH (72) 463_9055 DESIGN 15-320 DESIGNED T 5. DFANM A.E.R. CHECKED R.v. DATE J 2017 SHEET 15 OF 32 RAIL SCREEN LOWER FRONT BALCONY BLDG. - 3 UNIT NUMBER: 335 INSPECTED ON: 07/09/2015 SLIDERS LOWER REAR BALCONY BALCONY FINISH: X TILE CARPET LEGEND: ® A. HOLLOW TILE ON SURFACE 24 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 14 L.F. ® D. SLAB SPALL UNDERNEATH 6 S.F. E. CRACKS ON SLAB -GRAVITY FEED L.F. F. STUCCO S.F. G. COLUMN REPAIR C.F. H. WALL REPAIR S.F. © I. POST TENSION REPAIR E.A. J. WATERPROOFING S.F. ® K. RUST SPOTS E.A. nrUv L. CRACKS UNDER SLAB L.F. ® M. RUST SPOTS BOTTOM E.A. N. WALL CRACK L.F. 0 =0; N06 JAN 27, 2017 TR JOBNO. 15-320 1635 - 20TH STREET COVE DUNES BUILDING 3: (�rr V '": ACH, FL 32860 DESIGNED T.S. {l� PH. (T/2) 5840035 OR/WN AE.R. BALCONY REPAIRS iiEiiNGINEERING,ING FX. (ZT2)Z]8361J CONCRETE REPAIR cHECNEo R.v. 4100 N. A1A uau evMES vlW l A s assac m M¢ RNE. R - M (321) 2s 1510 BNTE ,v.N 2017 FT. PIERCE, FL CONS TWc MGIN ING CA 0372E R, p6gOE H. - IN (722) 168-M5 SHEET 16 OF 32 RAIL SCREEN UPPER BALCONY BLDG. 3 UNIT NUMBER: 335 INSPECTED ON: 07/09/2015 BALCONY FINISH: X TILE CARPET LEGEND: ® A. HOLLOW TILE ON SURFACE 14 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 3 L.F. ® D. SLAB SPALL UNDERNEATH 6 S.F. ^� E. CRACKS ON SLAB -GRAVITY FEED L.F. F. STUCCO S.F. G. COLUMN REPAIR C.F. H. WALL REPAIR S.F. © I. POST TENSION REPAIR E.A. J. WATERPROOFING S.F. ® K. RUST SPOTS E.A. vUtin L. CRACKS UNDER SLAB L.F. ® M. RUST SPOTS BOTTOM E.A. N. WALL CRACK L.F. FL. P.�.# 1000 JAN 27, 2017 TREASURE i� 1835;20 HSTREET JO3 . COVE DUNES BUILDING 3. VERO BEACH, FL 32B80 OESiGNEO015-320 T.S. p� i PH. (T 2) 58&0035 ORaNM AE.R. CONCRETE REPAIR BALCONY REPAIRS ENNGINEERING,INC FX.(�]2)�]e-361T cneacEOR.v. 4100 N. A1A u01a 8w.123 YILUA n a33 mm u03 m R - M (321) 2& 1510 oa1E .uN 2of 7 FT. PIERCE. FL CMOLMG LNCINEERMC G 13728 R. PIGICE R - aH (7)2) 4W-90M S EET 17 OF 32 STALAGTITES RAIL ON CEILING SCREEN SHUTTERS mire] REAR BALCONY BLDG. 3 UNIT NUMBER: 342 INSPECTED ON: 07/09/2015 BALCONY FINISH: X TILE CARPET LEGEND: ® A. HOLLOWTILE ON SURFACE 85 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 3 L.F. ® D. SLAB SPALL UNDERNEATH 8 S.F. V E. CRACKS ON SLAB —GRAVITY FEED L.F. F. STUCCO S.F. G. COLUMN REPAIR C.F. H. WALL REPAIR S.F. © I. POST TENSION, REPAIR E.A. J. WATERPROOFING S.F. ® K. RUST SPOTS E.A. �rUv� L. CRACKS UNDER SLAB 3 L.F. ® M. RUST SPOTS BOTTOM E.A. N. WALL CRACK L.F. JAN 27, 2017 TREASURE COVE DUNES CONCRETE REPAIR 4100 N. A1A FT. PIERCE, FL BUILDING 3: BALCONY REPAIRS � �y� p}���/�j� 1835-20TH STREET ®Ma / �7 i V RO BEACH, FL 32960 Jl A� PH. (772) 588-0035 ENGINEERING,INC F%.p72)7]8-3817 MCA eGK+s VIOAICA,, a A OCNTES N218Gu N. - Px (321) 2S1 "" CONSULTING ENGINEF M CA #3728 (T. PEKE, EL - FN (772) 40-g '03 NO. 15-320 DESIGNED T.S. oRnWN A.E.R. CHECBEG R.V. RATE JAN 2017 y EET 18 OF 32 BLDG. UNIT NUMBER: INSPECTED ON: BALCONY FINISH: LEGEND: V SLIDERS REAR BALCONY 3 343 07/09/2015 X TILE EDGES UNSEALED SIGNS OF EFFLOURESCENCE CARPET ® A. HOLLOW TILE ON SURFACE 31 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 10 L.F. ® D. SLAB SPALL UNDERNEATH S.F. E. CRACKS ON SLAB -GRAVITY FEED L.F. F. STUCCO S.F. G. COLUMN REPAIR C.F. H. WALL REPAIR S.F. © I. POST TENSION REPAIR E.A. J. WATERPROOFING S.F. ® K. RUST SPOTS E.A. vUv� L. CRACKS UNDER SLAB L.F. ® M. RUST SPOTS BOTTOM E.A. N. WALL CRACK L.F. FL. P. JAN 27, 2017 TREASURE COVE DUNES CONCRETE REPAIR 4100 N. A1A FT. PIERCE, FL J BUILDING 3. BALCONY REPAIRS ®� RC)R2 TH. FL 320 VERO REACH, FL 32980 �� PH. (]]2)589-0035 ENGINEERING, INC. �.(n2)T]8-3sn MCA 80M M AM1UR h 0. C`Cwm uEI8C11R R. - M (321) 25}1510 CCVs Lmo Ex0Iu lw CA i3726 IT, flDiCE, R. - M (T12) 46g_y J09ND. 15-320 DESIGNED T.S. T.S. WtgNM 0.ER. CryECMED R.V. DATE JAN 2017 SHEET 19 OF 32 BLDG. UNIT NUMBER: INSPECTED ON: BALCONY FINISH LEGEND: RAIL REAR BALCONY 3 344 07/09/2015 x TILE CARPET ® A. HOLLOW TILE ON SURFACE 2 S.F.S. B. SLAB SPALL FULL F. ® C. SLAB SPALL EDGE REPAHRREPAIR L.F. J�------ ® D. SLAB SPALL UNDERNEATH 3 S.F. \���\�O E. CRACKS ON SLAB -GRAVITY FEED L.F. Q g'13ZD ry F. STUCCO S.F. : N° W G. COLUMN REPAIR C.F. = K * H. WALL REPAIR S.F. i AE QK�61O © I. POST TENSION REPAIR E.A..p'J. WATERPROOFING S.F. ® K. RUST SPOTS E.A.//L. CRACKS UNDER SLAB 3 L.F. RODOM. RUST SPOTS BOTTOM E.A. FL. N. WALL CRACK L.F. JAN 27. 2017 TREASURE ® 1835-20TH STREET JOB NO. 15-320 COVE DUNES BUILDING 3: VERO BEACH, FL 32960 PH. (772) 560-0035 0ESIG E0 T.S. CONCRETE REPAIR BALCONY REPAIRS mmaF. E GINEERING,INC. FX.(772)778-3817 OR— A.E.R. ONECN D R.V. 4100 N. A1A FT. PIERCE, FL uou eow1FS ml lmwe & AEE6c m CONSULNiC ENCINEWNC G/3]IB w>eiurw R — E Ri M) W-W55 R,p�E R-R1 (]]2)f�-9p55 GATE JAN 2017 SNEET 200E 32 COLUMN DELAMINATIONS REPAIR REPAIR PROCEDURE. EXIS77NG CONDITIONS 1. SHORE STRUCTURE TO RELIEVE LOAD FROM COLUMN SEVERE SPALL AS MUCH AS POSSIBLE. 2. REMOVE ALL DAMAGED OR UNSOUND CONCRETE FOLLOWNG THE CONDITIONING OF CONCRETE GUIDELINES. 3. SAWCUT THE PERIMETER OF THE REPAIR AREA FORMING A SHOULDER PERPENDICULAR TO THE SUBSTRATE 4. THE VERTICAL AND HORIZONTAL SURFACES SHALL BE ROUGHENED WITH Jy" AMPLITUDE. 37Ep 1 5. SANDBLAST OR HYDROBLAST THE EXPOSED CONCRETE AND REBAR TO REMOVE DUST, LAITANCE AND OTHER AROUND BOND INHIBITING MATERIALS. AVOID DAMAGING OR IER OF SPALL CUTTING EXIS71NG REINFORCEMENT. 6. INSERT NEW BARS OF EQUAL DIAMETER NEXT TO THOSE THAT HAVE DETERIORATED BY MORE THAN 15% )NCRE7E OUT TO ALL NEW STEEL SHALL BE AS7M A-615 GRADE 60. CONCRETE AND STEEL TO PRODUCE LAP SPLICES SHALL BE IN ACCORDANCE WITH ACI 318. METAL FINISH. Z, COAT ALL NEW AND EXISTING REBAR W17H TWO 10 MILS OF EPDXY, POLYMER CEMENT SLURRY OR A ZINC -RICH COA7ING FOR CORROSION PROTECTION. INSTALLA71ON SHALL BE DONE FOLLOWING THE MANUFACTURER SPECIFICATIONS. 8. THE BONDING AGENT SHALL BE INSTALLED AS DESCRIBED IN THE MANUFACTURER SPECIFICATIONS TO SSD CONCRETE SURFACE. SURFACES 9. FILL THE EXCAVA71ON WITH REPAIR MORTAR OR READY 4ND MIX CONCRETE PLACED AS DESCRIBED IN THE N AGENT. MANUFACTURER SPECIFICATIONS IO.REPAIR MIX SHALL HAVE A COMPRESSIVE RESISTANCE OF 5,000 PSI AT 28 DAYS AND A WATER CEMENT RA770 OF 0.45 OR LESS OR HAVE NON -SHRINKABLE PROPERTIES. 11. FINISH SURFACE TO TEXTURE AND SMOOTHNESS STEP 3 REQUIRED FOR THE SPECIFIC APPLICATION. -FILL PREPARED AREA 12.PROV10E THE ARCHITECTURAL FINISH AS REQUIRED BY WITH REPAIR MORTAR THE OWNER. 13.FOR MATERIAL SELECTION, PHYSICAL PROPERTIES, STEP 4 MIXING, APPLICATION AND CURING INFORMATION REFER TO APPROPRIATE TECH !07ECT SURFACE W17H SPECIFICATIONS FR�. 11/ 'PROPRIATE COA77NG MANUFACIURt\f�\\ �,l.AMQ \ �1 _ gyp, crcN s E . G RO L'EO ILLAMI E O.E. 6100 * nP• Q !v=J1$N 27, 2017 TREASURE CONOVE CRETDEUREPAIR 4100 N. Al A FT. PIERCE, FL BUILDING 3:�/////�¢�SnF�� REPAIR DETAILS �Ss=_26%��$��o ENGINEERING, INC. MR 9owlrs VAIN m x nsso .Vcs WE BOUlME. R - PH (321) 253_15" CONSULUNG ENGINEERING G 13728 {L PIESM R - PH (]H) {H_g0y o08 s8—o T5320 oenwx AE.R. cHEGNEo R.V. MTE JAR 2017 SHEET 21 OF 19 WALL REPAIR NOTES FOR GENERAL REPAIR: 1. CHIP AND REMOVE CRACKED MORTAR. 2. THOROUGHLY CLEAN MASONRY SUBSTRATE AND REMAINING STUCCO SURFACES (EXPOSED EDGES INCLUDED) WITH CONCRETE/MASONRY CLEANER OR TRISODIUM PHOSPHATE/WATER SOLUTION. 3. REPAIR CRACKED AND/OR SPALLED MASONRY SUBSTRATE INCLUDING CONCRETE BLOCK UNITS, MORTAR JOINTS, AND GROUT FILLED CELLS IN ACCORDANCE WITH REPAIR DETAILS AND SPECIFICATIONS PROVIDED HEREIN. 4. COAT TOP AND BOTTOM SIDES OF GAP WITH BONDING AGENT. 5. PATCH REPAIR AREAS WITH NEW REPAIR MORTAR SYSTEM OR EXTERIOR STUCCO SYSTEM IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 6. MATCH EXISTING FINISH TEXTURE AND COLOR AS CLOSE AS POSSIBLE. 7. FINISH/PAINT/COAT REPAIRED AREA IN ACCORDANCE WITH THE GENERAL NOTES. JAN 27, 2017 TREASURE ® 635-20TH STREET INC. 15-320 COVE DUNES BUILDING 3: ' ® S ^ " VERO BEACH, FL 32060 DESIGNED T.I. 111LLdd1 YiSBP0035 ORpNmi AE.R. CONCRETE RE PAIR REPAIR DETAILS ENGINEERING, INC PX. p]2)1]e-361] cNEcreo R.v: 4100 N. A1A MOA GGx1£E NUAM a ASs ATS MGBWI O R - PH (321) 2 151G GATE JAN 2017 FT. PIERCE, FL GJMMTNG ENGINEERNG G #3728 R. PAL R. - M (V2) I -9_ SHEET 22 OF 32 EXPOSING AND UNDERCUTTING OF REINFORCING STEEL THESE DETAILS ARE APPLICABLE TO HORIZONTAL, VERTICAL AND OVERHEAD LOCATIONS. THEY ARE ALSO APPLICABLE TO REMOVAL BY HYDRO -DEMOLITION, HYDRO-MILLLING, AND ELECTRIC, PNEUMATIC OR HYDRAULIC IMPACT BREAKERS. 1. REMOVE LOOSE OR DELAMINATED CONCRETE ABOVE CORRODED REINFORCING STEEL 2. ONCE INITIAL REMOVALS ARE MADE, PROCEED NTH THE UNDERCUT71NG OF ALL EXPOSED CORRODED BARS UNDERCUTTING WILL PROVIDE CLEARANCE FOR UNDER BAR CLEANING AND FULL BAR CIRCUMFERENCE BONDING TO SURROUNDING CONCRETE, AND WILL SECURE THE REPAIR STRUCTURALLY. PROVIDE MINIMUM 3/d INCH (19 MM) CLEARANCE BETWEEN EXPOSED REBARS AND SURROUNDING CONCRETE OR Y INCH (6MM) LARGER THAN LARGEST AGGREGATE IN REPAIR MATERIAL, WHICHEVER IS GREATER. J. CONCRETE REMOVALS SHALL EXTEND ALONG THE BARS TO LOCATIONS WITH MINIMUM SIX INCHES FREE OF BOND INHIBITING CORROSION, AND WHERE THE BAR IS WELL BONDED TO SURROUNDING CONCRETE. 4. IF NON -CORRODED REINFORCING STEEL IS EXPOSED DURING THE UNDERCUTTING PROCESS, CARE SHALL BE TAKEN NOT TO DAMAGE THE BAR'S BOND TO SURROUNDING CONCRETE IF BOND BETWEEN BAR AND CONCRETE IS BROKEN, UNDERCUT71NG OF THE BAR SHALL BE REQUIRED, 5. ANY REINFORCEMENT WHICH IS LOOSE SHALL BE SECURED IN PLACE BY TYING TO O771ER SECURED BARS OR BY OTHER APPROVED METHODS. ILLAM 0�,�(y DENSE'•. qp i O ; N° 6�40 = K _ + * Lj _ luz slf\lE OF AMI RODOL 0EV6 FL1000P JAN 27, 2017 TREASURE [ H. DEBNO, 1 -320 COVE DUNES BUILDING 3: F�i yl/y ®® av EROBEA FL 329 VERO BEACH. F0 DESIGNED T.S. S. CONCRETE REPAIR REPAIR DETAILS ENGINEERING,ING PH. (772) S6B-0035 ,3,5 F%.(>72)>]8-381] CHECK AE.R. DNECItEo R.V. 4100 N. A1A YCA BO'MFS VIWY & g swm 6 N6 KNE, R - PH (321) 25 1510 DATE JAN 'LOTH FT. PIERCE, FL CDNSULMG EGINEERM Ch /3M {T, PIERCE R - PH M2) 458-900 BNccT 2l nF if CLEANING AND REPAIR OF REINFORCING STEEL CLEANING OF REINFORCING STEEL ALL HEAVY CORROSION AND SCALE SHOULD BE REMOVER FROM THE BAR AS NECESSARY TO PROM07E MAXIMUM BOND OF REPLACEMENT MATERIAL OIL FREE ABRASIVE BLAST IS THE PREFERRED METHOD. A TIGHTLY BONDED LIGHT RUST BUILD-UP ON THE SURFACE IS USUALLY NOT DETRIMENTAL TO BOND, UNLESS A PROTECTIVE COATING IS BEING APPLIED TO THE BAR SURFACE, IN WHICH CASE THE COATING MANUFACTURER'S RECOMMENDATIONS FOR SURFACE PREPARATION SHOULD BE FOLLOWED. EMS STEEL ABRASIX PATH CLEANING BACKSIDE OF CORRODED BARS REPAIR OF REINFORCING STEEL DUE TO LOSS OF SECTION IF REINFORCING STEEL HAS LOST SIGNIFICANT CROSS SECTION, A STRUCTURAL ENGINEER SHOULD BE CONSULTED. IF REPAIRS ARE REQUIRED TO THE REINFORCING STEEL, ONE OF THE FOLLOWING REPAIR METHODS SHOULD BE USED: COMPLETE BAR REPLACEMENT, OR ADDITION OF SUPPLEMENTAL BAR OVER AFFECTED SEC770N. NEW BARS MAY BE MECHANICALLY SPLICED TO OLD BARS OR PLACED PARALLEL TO AND APPROXIMATELY 3/ IN. (19 MM) FROM EXIS71NG BARS. LAP LENGTHS SHALL BE DETERMINED IN ACCORDANCE WITH ACI 318, ALSO REFER TO CRSI AND AASHTO MANUAL 41 27, 2017 TREASURE COVE DUNES CONCRETE REPAIR BUILDING 3: REPAIR DETAILS }� }� ��y[ ' ® HpP!i iJ7 `3♦ l 11ai Z�{Y] TTT�lii/ ENGINEERING,INC ''�// ���E2 VER C , FL 329fi9 F„.(772) 569-0035 F%.(772)n8-a017 30SN0. 9ESiGVFD T.S. T.S. oRAwN AE.R. CHECItED R.V. 4100 N. Al FT. PIERCE, FL BOA Bones hunuim n ns TES CWrsuL:u+G ErvGNEERm d 137" umwmtr, n - rx (szt) zsi-tsto ET, � a-fN (7r1) IC5-s655 DATE JAN 2017 SHEET 24 OF 32 SLAB WATER PROOFING ADDITIONAL TOP COATS TOP COAT WITH AGGREGATE TO REFUSAL BACKROLLED INTO WET TOP COAT BASE COAT SUBSTRATE., CONCRETE OR LEVELING OVERLAY .ONG GUARD RAILS, SET BOTTOM RAIL 1/4" MIN. OFF DECK TO ALLOW WATER FLOW OFF DECK. REPAIR PROCEDURE. ALLOW CONCRETE DECKS TO DRY FOR 48 HOURS MINIMUM WITHOUT RAINFALL. CONCRETE MUST BE VISIBLY DRY WITH MAXIMUM 4% MOISTURE CONTENT IF REQUIRED BY THE ENGINEER, A MAT TEST SHALL BE PERFORMED ON ONE OR MORE DECKS PRIOR TO BASE COAT APPLICATION. TEST SHALL COVER AN AREA OF FOUR SQUARE FEET, MAT SHALL BE A 6 MIL CLEAR POLYURETHANE SHEET, SEALED ALL AROUND WITH ADHESIVE TAPE AND IT SHALL REMAIN IN PLACE FOR A MINIMUM OF 16 HOURS. CONCRETE DECKS SHALL BE DRY, CLEAN, SOUND AND FREE OF ALL CONTAMINANTS WHICH MAY INTERFERE WITH ADHESION OR PROPER CURING. 2. APPLY BASE COAT TO TOP OF SLAB AND VERTICAL EDGES PER MANUFACTURER'S SPECIFICATIONS AND ALLOW IT TO CURE BEFORE TOP COAT APPLICATION. EXTEND APPLICATION TO VERTICAL EDGE OF SLAB. 3. AFTER SUFFICIENT CURE TIME, SURFACE DEFECTS SHALL BE REMEDIED, CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING PONDING AREAS WITH COATINGS 3116- OR LESS. ALLOW IT TO CURE FOR 72 HOURS MINIMUM BEFORE OPENING THE BALCONY TO TRAFFIC. TOP COAT APPLIED PER MANUFACTURER'S SPECIFICATIONS. BROADCAST SILICA SAND IMMEDIATELY INTO THE WET TOPCOAT AND BACK ROLL TO EVENLY DISTRIBUTE THE AGGREGATE. TOP COAT TO BE COMPATIBLE WITH BASE COAT. 4. APPLY FINAL TOP COATS PER MANUFACTURER'S INSTRUCTIONS. \\-4\LLA4?/ QO,' v p0 i O TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S = 0: ; KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH } `, OP THE AND THE BUILDINGEDETERMINED FETY Sj APPLICABLE FIRE SIAPLICABLE STANDARDS ASUM BY THE .0 'D ,• �i��PO�-., F OF�E ILLA R LOCAL AUTHORITY IN ACCORDANCE WITH FS553 AND FS633. 610 0 �•# \\� I\\\ J N 27, 2017 TREASURE 18.35-2A, STREET 9EACH,FL 328000VE DUNES BUILDING3: PH.(772)560-0035 � � M0iY[7���^_1�,/ REPAIR REPAIR DETAILS ENGINEERING,ING Px.a�2)ns-sn J.CONCRETE 2017FT. F 32 4100 N. AlA PIERCE, FL uou 6ow1Es vnaAMza a< wssoculEs "ouR a - FR (azq zs�-1s10 GGR MMG FNCINEERING a /nm MRR+CER-pry b1z) ,bS_gpy. SLAB PULL DEPTH REPAIR REPAIR PROCEDURE: 1. REMOVE ALL DAMAGED OR UNSOUND CONCRETE FOLLOWING THE CONDITIONING OF CONCRETE GUIDELINES. 2. SAWCUT THE PERIMETER OF THE REPAIR AREA FORMING A SHOULDER PERPENDICULAR TO THE SUBSTRATE EXISTING CONDRIONS 3. CHIP OUT THE FULL DEPTH. REMOVAL SHALL SEVERE SPALL CONTINUE ALONG THE LENGTH OF THE REINFORCING STEEL UNTIL AT LEAST 6" OF THE UNCORRODED REBAR IS OBSERVED. STEP 1 4. THE VERTICAL AND HORIZONTAL SURFACES SHALL • BE ROUGHENED WITH }' AMPLITUDE. SAWCUT AROUND PERIMETER OF SPALL 5. SANDBLAST OR HYDROBLAST THE EXPOSED CONCRETE AND REBAR TO REMOVE DUST, LAITANCE AND OTHER BOND INHIBITING MATERIALS CHIP CONCRETE OUT TO AVOID DAMAGING OR CUTTING EXISTING SOUND CONCRETE AND REINFORCEMENT. CLEAN STEEL TO PRODUCE A WHITE METAL FINISH. 6. INSERT NEW BARS OF EQUAL DIAMETER NEXT TO THOSE THAT HAVE DETERIORATED BY MORE THAN 159 ALL NEW STEEL SHALL BE ASIM A-615 GRADE 60. LAP SPLICES SHALL BE IN • ice' • ACCORDANCE WITH ACI 318. STEP 2 7. COAT ALL NEW AND EXISTING REBAR WITH TWO 10 COAT EXPOSED SURFACES MILS OF EPDXY, POLYMER CEMENT SLURRY OR A WITH APPROVED BONDING ZINC —RICH COATING FOR CORROSION PROTECTION. AND AN71—CORROSION INSTALLATION SHALL BE DONE FOLLOWING THE AGENT. MANUFACTURER SPECIFICATIONS. 8. THE BONDING AGENT, IF REQUIRED, SHALL BE INSTALLED AS DESCRIBED IN THE MANUFACTURER SPECIFICATIONS STEP 3 9. REPAIR REPAIR MORTAR OR READY MIX CONCRETE FILL PREPARED AREA WITH SHALL BE PLACED AS DESCRIBED IN THE REPAIR MORTAR. MANUFACTURER SPECIFICATIONS 10. REPAIR MIX SHALL HAVE A COMPRESSIVE STEP 4 RESISTANCE OF 5,000 PSI AT 28 DAYS AND A WATER CEMENT RA710 OF 0.45 OR LESS. PR07ECT SURFACE WITH APPROPRIATE COATING. 11. FINISH SURFACE TO TEXTURE AND SMOOTHNESS REQUIRED FOR THE SPECIFIC APPLICATION. 12. UPON COMPLETION OF FINISHING OPERATIONS, ALLOW MATERIAL TO CURE IN ACCORDANCE WITH MANUFACTURERS'S RECOMMM TIONS. 13. PROVIDE THE AR TUR ,FINISH AS REQI�,.--S j THE OWNER. �� (a•, .' EN 14 -� ODOL'= LA 12 ON Zf 1000 O L. i A'•, F 2017 TREASURE COVE DUNES CONCRETE00N.AI PAIR 4100 N. A1A FT. PIERCE, FL BUILDING 3: REPAIR DETAILS HERO E(E/AGIH.1dmma ,�� ('¢����{gt\\�` �®i PH. (772) 569-0035 ENGINEERING, INC. F%. (77z>776-3617 MCA .D MD lm a AssauTEs uOHIBRNE R - NH (]2 CONsuLDxc ENGINEERING CAp�p(( /3729 ", E rt - IN mp) �gR¢15_go55 JOB NO. 15-320 DESIGNED T.S. DRAM AE.R. O"E`rcEo DATE AN 20t7 sxwi 26 OF 32 EDGE AND SURFACE CONDITIONING OF CONCRETE BOUNDARY OF LOOSE AND RECOMMENDED DELAMINATED CONCRETE LAYOUT d° d < ° . d < i EDGE AND SURFACE CONDITIONING OF CONCRETE 1. THESE DETAILS ARE APPLICABLE TO HORIZONTAL, VERTICAL, AND OVERHEAD LOCATIONS. THEY ARE ALSO APPLICABLE TO REMOVAL BYHYDRO—DEMOLITION, HYDROMILLING, AND ELECTRIC, PNEUMATIC OR HYDRAULIC IMPACT BREAKERS. 2. REMOVE DELAMINATED CONCRETE, UNDERCUT REINFORCING STEEL, REMOVE ADDITIONAL CONCRETE AS REQUIRED TO PROVIDE MINIMUM REQUIRED THICKNESS OF REPAIR MATERIAL 3. CHIP OUT THE CONCRETE TO EXPOSE THE ENTIRE CIRCUMFERENCE OF THE REPAR. REMOVAL SHALL CONTINUE ALONG THE LENGTH OF THE REINFORCING STEEL UNTIL AT LEAST 6" OF UNCORRODED STEEL IS OBSERVED. 4. AT EDGE LOCATIONS, PROVIDE RIGHT ANGLE CUTS TO THE CONCRETE SURFACE WITH EITHER OF THE FOLLOWING METHODS., 4.1. SAWCUT 112 " (13 MM) OR LESS AS REQUIRED TO AVOID CUTTING REINFORCING STEEL 4.2. USE POWER EQUIPMENT SUCH AS HYDRODEMOLITION OR IMPACT BREAKERS. AVOID FEATHER EDGES. 4.3. REPAIR CONFIGURATIONS SHOULD BE KEPT AS SIMPLE AS POSSIBLE, PREFERABLY WITH SQUARED CORNERS. 5. AFTER REMOVALS AND EDGE CONDITIONING ARE COMPLETE, REMOVE BOND INHIBITING MATERIALS (DIRT, CONCRETE SLURRY, LOOSELY BONDED AGGREGATES) BY ABRASIVE BLASTING OR HIGH PRESSURE WATERBLAS77NG WITH OR WITHOUT ABRASIVE. 6. CHECK THE CONCRETE SURFACES AFTER CLEANING TO INSURE THAT SURFACE IS FREE FROM ADDITIONAL LOOSE AGGREGATE, OR THAT ADDITIONAL DELAMINATIONS ARE NOT PRESENT. 7. IF HYDRODEMOLITION IS USED, CEMENT AND PARTICULATE SLURRY MUST BE REMOVED FROM PREPARED SURFACES BEFORE SLURRY HARDENS. 27, 2017 TREASURE COVE DUNES ' BUILDING 3:��ii�' �¢ q �j P `;aa5+2p.r 4Q j ° JOB NO 15-320 oE° T.S. �QOJS ��TFi(FTi)\ mm CONCRETE REPAIR REPAIR DETAILS -3817 ENGINEERING,INC. C°ECMD R.V. 4100 N. ALA FT. PIERCE, FL NON 8tt Y�RAMI2PA k A55[CNhS ME1HCUflNE. R - PH (321) 25}1510 CONSUMG WGINU NG CA 1372E R, F01KL R _ PH (772) 46a-055 GATE MN 2017 SHEET 27 OF 32 A LEGEND., Q TELESCOPING SHORIN X 2X4 BRACING ® 4X4 P.T. FORMWORK. SHORING & RESHORING I. FORMS AND SHORES FOR HORIZONTAL CONCRETE MEMBERS WERE DESIGNED FOR NOT LESS THAN DEAD LOAD PLUS 50 PSF CONSTRUCTION LOAD AND FOR THE CUMULATIVE LOADS OF SUPPORTED FLOOR. 2. FORMWORK SHALL BE FABRICATED, ERECTED, SUPPORTED, BRACED AND MAINTAINED SO THAT IT WILL BE CAPABLE OF SUPPORTING WITHOUT FAILURE ALL VERTICAL AND LATERAL LOADS THAT MAY REASONABLY BE ANTICIPATED TO BE APPLIED TO THE FORMWORK. 3. THE MAXIMUM SUPERIMPOSED CONSTRUCTION LOAD APPLIED TO FLOORS SUPPORTING SHORES OR RESHORES SHALL NOT EXCEED 75Y OF THE LIVE LOAD SPECIFIED FOR SLABS AND JOISTS AND 609 OF THE LIVE LOAD SPECIFIED FOR BEAMS. 4. NO CONSTRUCTION LOAD SHALL BE APPLIED TO ANY MEMBER UNTIL THE CONCRETE IS A MINIMUM OF 14 DAYS OLD AND THE 7 DAY STRENGTH IS 70Y OF THE SPECIFIED 28 DAY STRENGTH. 5. REMOVAL OF FORMWORK IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. REMOVE FORMS IN SUCH A MANNER TO INSURE JOB SAFETY AND TO PREVENT DAMAGE TO AND CREEP DEFLECTION OF THE STRUCTURE. THE FOLLOWING ARE MINIMUM GUIDELINES FOR THE REMOVAL OF HORIZONTAL FORMWORK: a. FOR BALCONIES, FORMS MAY BE REMOVED 72 HOURS AFTER COMPLETING CONCRETE POUR PROVIDED CONCRETE STRENGTH IS 701W. OF THE SPECIFIED 28 DAY STRENGTH BUT NOT LESS THAN 2500 PSI. RESHORE EACH BAY AS SOON AS FORMS ARE REMOVED. 6. DO NOT REMOVE SHORING UNTIL CONCRETE HAS REACHED AT LEAST 709 OF THE SPECIFIED 28 DAY STRENGTH, BUT NOT LESS THAN 3000 PSI. AS A MINIMUM, SHORING AND RESHORING SHALL REMAIN IN PLACE AS FOLLOWS: (TIME MEASURED FROM COMPLETION OF CONCRETE POUR).TIME SHOWN AS SHORING/RE—SHORING. a. SLABS, 72 HOURS/14 DAYS b. BEAMS: 7 DAYS / 14 DAYS Z DO NOT MAKE UNAUTHORIZED CHANGES OR SUBSTITUTION OF EQUIPMENT. 8. PROVIDE GUARDRAIL SYSTEMS ON ALL OPEN SIDES AND OPENINGS IN FORMWORK AND SLABS. 9. PROVIDE AND MAINTAIN ADEQUATE SUPPORT TO PROPERLY DISTRIBUTE SHORING LOADS. 10. ALL BASE PLATES, SHORE HEADS, EXTENSION DEVICES, AND ADJUSTMENT SCREWS SHALL BE IN FIRM CONTACT, AND SECURED WHEN NECESSARY, WITH THE FOUNDATION AND THE FORM. 11. THE SHORING AND RESHORING IS TO BE INSPECTED DAILY BY THE CONTRACTING OFFICER. 12. ADJUSTMENT OF SHORING OR POST SHORES TO RAISE FORMWORK SHALL NOT BE MADE ONCE CONCRETE POUR BEGINS. 13. MAINTAIN AT ALL TIMES THREE FLOORS SHORED UNDER ELEVATED SLABS ABOVE FOURTH FLOOR. ,/MI: j;4).,.#61000 O '*N 27, 2017 TREArT.- CONS. OCRETERNE EPAIR 4100 N. A1A FT. PIERCE, FL BUILDING3:®q REPAIR DETAILS i \- 7�[//�p�le� Jill i9/// ENGINEERING,INC MON BMES ViILW k ,ASSCGWES NEI C IL - PH (RI) 251 1510 O0HSO0NG ENGINEERING G 13728 R. "MA R - PH 072) M-9055 JOBNO. 15-320 opglwNEGpE.R. CHECKED RN. O'3TE JM 2017 SHEET 28 OF 32 R TREASURE COVE DUNES CONCRETE REPAIR 4100 N. A1A FT. PIERCE, FL DECK OVERLAY SCALING / SLAB PITCH CORRECTION EXISTING CONDITIONS MODERATE SCALING STEP i -MECHANICALLY ABRADE THE CONCRETE SURFACE TO SOUND CONCRETE AND TO ACHIEVE A UNIFORM DEPTH. STEP 2 COAT EXPOSED SURFACE COATED WITH BONDING AND ANTICORROSION AGENT. STEP 3 - FILL EXCAVATED AREA WITH REPAIR MORTAR. BUILDING 3: REPAIR DETAILS STEP 4 PROTECT SURFACE WITH APPROPRIATE COATING. NOTES. 1. SPALL/SCALING UP TO 1/4" (7mm) IN DEPTH WITH MINOR AGGREGATE LOOSE, BUT NO EXPOSURE TO REBARS. 2. AN EXPOSED AGGREGATE PROFILE OF +/- 1/8"(3mm) IS REQUIRED IN ORDER TO OBTAIN A GOOD MECHANICAL BOND TO THE SUBSTRATE. PRESSURE WASH AFTER EXCAVATION TO REMOVE DUST, LAITANCE AND OTHER BOND INHIBITING MATERIALS, SSD SUBSTRATE. 3. APPLY A 20 MIL. COATING OF BONDING AND ANTI -CORROSION AGENT ONTO THE SSD SURFACE TO INSURE PROPER BOND OF REPAIR MATERIAL. 4. FILL AND SCREED EXCAVATED AREA WITH THE APPROPRIATE REPAIR MORTAR, CONSOLIDATE, FINISH AND CURE AS REQUIRED. ®I I a ENGINEERING, INC. NGu Srn MU lw x A53GGw1Ls WNWLMG ENCINEMING M #3723 \\-4ILLAly, �77i/i � v 0 O ; NO.6�p0 OG = =K,Lu EOF C7 FL. P.F:#61000 JAN 27, 2017 1835 - 20TH STREET XB NO. 15-32 VERO BEACH, FL 32960 DESIGNED T.S. PH. (772) 569-0035 DRAM FX. (772) 778-3617 ...... -__ HEIBWW R-N(321)2 1510 IMTE JAN WACE. R. R - M (712) 468-9055 1SHEET 29 J" EXT. SHEATHING W/ 10d's ® 6" O.C. MAX., SPACE EDGES 1/8" MOISTURE BARRIER DRAINAGE PLANE W/ 2" LAP 2 MIN. AT HORIZ., TAPED VERT. SEAMS, STAPLED IN PLACE W/ MIN. FASTENERS UNTIL WIRE LATH IS INSTALLED BONDING AGENT PER HORIZ. APPLIED PAPERBACKED (1115) PLASTIC WIRE ASTM C932, 4 3 LATH W/ i" END LAP, Y20 EDGE LAP. FASTEN W/ THEN �" STUCCO If ROOFING NAILS TO STUDS ® 6" O.C. AT ALL SUPPORTS 5 TWO COAT STUCCO, FINISH THICKNESS OF DRAINAGE PLANE OVERLAPS CORNER AND MEMBRANE STRIP OVER WOOD FRAME TO SLAB INTERSECTION, CREATE FORMED DRIP EDGE MEMBRANE STRIP COVERING WOOD FRAME TO O SLAB INTERSECTION, FLASHING EQUAL TO TE #NUMBERS INDICATE PR07ECTO WRAP BT20XL 4" WIDE TO NO SEQUECE OF INSTALLATION EXTEND 2" ON EACH SIDE OF JOINT STUCCO DETAIL AT EDGE SCALE. 3/4" = 1'-0" NOTES 1. PROVIDE CONTROL JOINTS AT 144 SQUARE FEET MAXIMUM, SEE ELEVATION, USE "V" CONTROL JOINT. 2. PROVIDE DRIP EDGE AT OVERHANG. 3. PROVIDE CASING BEAD WITH WIDE FLANGE AT BOTTOM OF WALL, LAP VAPOR BARRIERS. FL. P JAN 27, 2017 TREASURE COVE DUNES CONCRETEREPAIR BUILDING 3: REPAIR DETAILS �{� ® �/0'7 HST " • pILY�Y ` ENGINEERING, INC. 1835-20THSTREET VERO BEACH. FL 320C. PH. (JJ2)56&0035 F%. QJ21 JJ8-361J ,DDNO 15-320 CESIONEU T.S. CRAM AE.R. CHECKED FIX. 4100 N. A1A FT. PIERCE, FL MOM 9G'M£5 VIIWAIWt h AS ATES CONSULTING WGINEDS. G #3723 Yf19WgNE, {L - PH (321) 253-1510 yT, PR P. - PH 072) 4W-9055 DATE JAN 2017 SHEET 30 OF 32 A 1 V AT EXTENTS OF REPAIR, ADD 2x4 TO EXIS71NG TRUSS W/12d's ® 4" O.C. AT BOTTOM CHORD WITH EXPANSION JOINT IN STUCCO. (E) FASCIA TO PRE—ENGR'D WOOD TRUSSES 0 2'-0" O.C. MAX DRIP EDGE 2'-10" ADD 2x4 P.T. BLOCKING W/ (2) 12d TOENAILS EA. END }" P.T. PLYWOOD W/ 10d's S.S. 0 4" O.C. MAX. STUCCO SHALL BE %" THICK WIRE MESH W/ 6dx2" S.S. 0 4" O.C. OR 2" LONG f/6 S.S. SCREWS 0 8" O.C. TO TRUSS (NOT SHEATHING) VAPOR BARRIER NOT NEEDED FOR SOFFIT -LEAVE 1/8" GAP AT WALL, CAULK PRIOR TO PAIN71NG STUCCO SOFFIT DETAIL SCALE. 3/4" = 1'—O" DESIGN PRESSURE: ALLOWABLE 92 PSF JAN 27, 2017 TREASURE 1835 - 20TH STREET MSIGN 1 —320 S. ©®M I�.,1 VERO REACH, F1. 32080 DESIGNED O T.S. COVE DUNES BUILDING 3. yJ /1 PH.("2)56&0035 IMAM A.E.R. CONCRETE REPAIR REPAIR DETAILS ENGINEERING,INC. Fx. (772)77e-3617 c6EcxEo R.V. 4100 N. A1A MCA BpYIIES VIL UAR 4 ASSGCNTES NR80UlWE R - M (321) 25}1510 CATE JAN 2017 FT. PIERCE, FL CONSIILVNG EWGINEERING CA 03728 R. MOM R - M (772) d 9CS5 SHEET 31 OF 32 (2) 14 (2) 114 VSL CP+ ANCHORAGES SYSTEM ® EA. END (2) §4 (2) #4 CONT. BURSTING BARS PLACED DIRECTLY INSIDE OF ANCHORS CABLE REPAIR (2) SPLICE CHUCKS i4x1'=4" EA. SIDE (TYP.) , -4.4 PLACE 318" EPDXY COATED PLATES W/. VELZY DONUT ANCHORS '(EPDXY COATED) & NEW WEDGE ANCHORS (PLATES & DONUTS TO BE REMOVABLE) \\\\� l AM 2qR GIN S E 0 6 W - 0 : <Jo. W Z �CC � F � 2017 TREASURE COVE DUNES CONCRETE REPAIR 4100 N. A1A FT. PIERCE, FL BUILDING REPAIR DETAILS TO�� I 1 ®(r W'la ENGINEERING,ING MDA 00w HNA 11 x l WS TEs CONSULIWC ENGINEERING G }3>28 e35-20 HSTREET VERO BEACH, FL 32060 PH. (772) 580-0035 FX.(772)1]8-361J NBBOUm R - FN (321) P.53-1518 F. p��L R - RI (7)2 I60-9055 OB NO. L__ oEBIWEOTS, oggNM AE.R. ONECNEO R.V. Mn JAN 2017 SHEET 32 OF 32 STRUCTURAL -GENERAL NOTES DESIGN CRITERIA AND LOADS: 1. WIND DESIGN: WIND SPEED (MPH) RISK CATEGORY EXPOSURE CATEGORY ENCLOSURE CLASSIFICATION INTERNAL PRESSURE COEFFICIENT TOPOGRAPHIC FACTOR V(ADJ)=124 V(ULI)=160 ENCLOSED CPI=i/--0.18 KZT =1.0 L Y A •]M11Y � f iiil"i 2. LOADS ON THE STRUCTURE DURING CONSTRUCTION SHALL NOT EXCEED THE DESIGN LOADS AS NOTED IN DESIGN CRITERIA 8 LOADS BELOWOR THE CAPACITY OF PARTIALLY COMPLETED CONSTRUCTION AS DETERMINED BY THE CONTRACTOR'S SSE FOR BRACINWHORING. GENERAL REQUIREMENTS I. THE DESIGNAND CONSTRUCTION OF THIS PAOIECTIS GOVERNED BY THE fLORIDA BUILDING CODE (FBQ-,, 5th EDITION, HEREAFTER REFERRED TO AS THE FBC, AS ADOPTED AND MODIFIED BY THEAUTHORTTYHAVING JURISDICTION (AH4. 2. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DETAILS AND ACCURACY OF THE WORK WITH ENGINEER AND OTHER TRADES, FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FOR SELECTING FABRICA 77ON PROCESSES, FOR TECHNIQUES OFASSEMBLY,•AND FOR PERFORMING WORK IN SAFE AND SECURE MANNER 3. THE STRUCTURAL DRAWINGS ARE INTENDED TO SHOW THE GENERAL CHARACTER AND EXTENT OF THE PROJECTAND ARE NOT INTENDED TO SHO WALL DETAILS OF THE WORK 4. DISCREPANCIES OMISSIONS OR INCONSISTENCIES WITH APPLICABLE CODE REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING BEFORE SUBMITTINGA BID OR PROCEEDING W17H THE WORK 5. THE CONTRACTOR SHALL VERIFYALL DIMENSIONS AND CONDITIONS AT THE SITE CONFLICTS BETWEEN THEDRAWINGS ANDACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THEATTENTION OF THE ENGINEER IN WRITING BEFORE PROCEEDING WITH THE WORK 6. THE CONTRACTOR IS RESPONSIBLE FOR THESTRENGTHAND STABILITY OF THE STRUCTURE DURING CONSTRUCTIONAND SHALL PROVIDE TEMPORARYSHORING, BRACINGAND OTHER ELEMENTS REQUIRED TO MAINTAIN STABILITY UNTIL THE STRUCTURE IS COMPLETE DO NOT LOAD STRUCTURES NEW OR EXISTING, KITHWEIGHT THAT WILL ENDANGER STRUCTURE. IT IS 774E CONTRACTORS RESPONSIBILITY TO BE FAMILIAR WITH THE WORK REQUIRED IN THE CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS FOR EXECUTING IT PROPERLY. STRUCTURAL CERTIFICATION 1. 1 CERTIFY THAT THE PLANS AND SPECIFICATIONS COMPLY WITH STRUCTURAL PORTION OF THE FLORIDA BUILDING CODE FIFTH EDITION. 2. IALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESEPLANS PROVIDEADEQUATE RESISTANCE TO THE WIND LOADS SPECIFIED IN SECTION 16091N THE FBC. r ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIeiffl REVIEWED BY DATE Cf rn •�� SCAT NEU BY St. Lucie Count►I THESE PLANS AND ALL PROPOSED 4M1 OM ARE SUBJECT TO ANY CORRILCTIONS REQUIRED BY FIELD INS•PEC71DRS THAT FatAY BE NECESSARY IN OfIDM, TO COf IM11 WITH ALL APPLICABLE CODES. I MUST BE KEPT OWJOB OR I NO INSPECTION WILL BE MADE • , _� -•. 'f •.Pt&#6T000 .... _ ... JUt..tY's"io je'• TREASURE COVE DUNES CONCRETE REPAIR 410E N.E. FT. PIERCE, FL BUILDING 3: BALCONY INSPECTION REPAIRS = �� ENGINEERING, INC mrm+su� war�wc @ Tu ine16 1W5-20TH STREET VERO BEAC56 3298E PH. (/)2)588�35 Fx•(T 2)»Bae+7 Y°WUB"L R - M (321) a 151B R. 1Ra¢. R.-M(772)KB = JOBNO. 15-320 DEsicNEO T.S. DBFWN A.E.R. CMECNED R.V. Dare 3 1e zols SHOE+ 1 OF 29 STRUCTURAL -GENERAL NOTES DESIGN CRITERIA AND LOADS: 1. WIND DESIGN: A, ry WIND I ND SPEED �ORY11 H) V(ADJ)=124 V(ULI)=160 MAY 2 6 L0II?q� EXPOSURE CATEGORY D PERMITTING ENCLOSURE CLASSIFICATION ENCLOSED St. Lucie County, FL INTERNAL PRESSURE COEFFICIENT CPI =+/-0. 18 TOPOGRAPHIC FACTOR KZT =1.0 2. LOADS ON THE STRUCTUREDURING CONSTRUCTION SHALL NOTEXCEED THEDESIGNLOADSAS NOTED IN DESIGN CRITERIA 8 LOADS BELOW OR THE CAPACITY OF PARTIALLY COMPLETED CONSTRUCTIONAS DETERMINED BY THE CONTRACTOR'S SSE FOR BRACINWHORING. GENERAL REQUIREMENTS 1. THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS GOVERNED BY THE FLORIDA BUILDING CODE (FBC)', 51h EDITION, HEREAFTER REFERRED TO AS THE FBC, AS ADOPTED AND MODIFIED BY THEAUTHORITY HAVING JURISDICTION (AHJ). 2. THE CONTRACTOR IS RESPONSIBLEFOR COORDINATING DETAILS ANDACCURACYOF THE WORK WITH ENGINEER AND OTHER TRADES, FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FOR SELECTING FABRICATION PROCESSES, FOR TECHNIQUES OF ASSEMBLY,• AND FOR PERFORMING WORK INA SAFE AND SECURE MANNER. 3. THE STRUCTURAL DRAWINGS ARE INTENDED TO SHOW THE GENERAL CHARACTERAND EXTENT OF THE PROJECTAND ARE NOT INTENDED TO SHO WALL DETAILS OF THE WORK 4. DISCREPANCIES,OMISSIONS, OR INCONSISTENCIES WITH APPLICABLE CODE REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING BEFORE SUBMITTING BID OR PROCEEDING WITH THE WORK 5. THE CONTRACTOR SHALL VERIFYALL DIMENSIONSAND CONDTTIONSAT THE SITE CONFLICTS BETWEEN THEDRAWMGSAND ACTUAL SITE CONDITIONS SHALL BEBROUGHT TO THEATTENTION OF THE ENGINEER IN WRITING BEFORE PROCEEDING WITH THE WORK 6. THE CONTRACTOR IS RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE STRUCTURE DURING CONSTRUCTIONAND SHALL PROVIDE TEMPORARYSHORING, BRACING AND OTHER ELEMENTS REQUIRED TO MAINTAIN STABILITY UNTIL THE STRUCTURE IS COMPLETE DO NOT LOAD STRUCTURES, NEW OR EXISTING, WITH WEIGHT THAT WILL ENDANGER STRUCTURE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THE WORK REQUIRED IN THE CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS FOR EXECUTING IT PROPERLY. STRUCTURAL CERTIFICATION 1. 1 CERTIFY THAT THEPLANSAND SPECIFICATIONS COMPLYWITH THE STRUCTURAL PORTIONOF THE FLORIDA BUILDING CODE FIFTH EDITION. 2. IALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDEADEQUATE RESISTANCE TO THE WIND LOADS SPECIFIED IN SECTION 1608 IN ME FBC. F L'E" C ' MIN.SETgACI(REQ. FONONT�� SIDES CNR SIDES �- REAR _ . ��, C aj ;• �V � ROpQCFO Vlt I� R '�#'L. ` P.E.06 000' . T C3 2l96 TREASURE BALCONY Ve oeze°n SFLR3 sz e6�� Gc c�rss'20 COVE DUNES INSPECTION r'B" Y PH.(T/z> oss...•• M �, .AE.R. CONCRETE REPAIR ENGINEERING,ING .p7z>n sw ..rF�3CaecNeo'R.v. 083�12 4100 N. A1A REPAIRS MOA s� MAN & � AM Y.WM FT. PIERCE. FL CNOIG MMNQW G JNU -()5}- 415 SHE 1 7 RAIL REMOVE SCREEN TOP TRACK SHUTTERS RAIL SCREEN SHUTTERS INTERIOR BALCONY REAR BALCONY BLDG. 3 I L COPY UNIT NUMBER: 311 INSPECTED ON: 07/09/2015 BALCONY FINISH: X TILE CARPET LEGEND. ® A. HOLLOW TILE ON SURFACE 15 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 20 L.F. ® -D.-SLAB SPALL UNDERNEATH S.F. E. CRACKS ON SLAB -GRAVITY FEED L.F. F. STUCCO S.F. G. COLUMN REPAIR C.F. H. WALL REPAIR S.F. I. FLOOR PREPARATION S.F. J. WATERPROOFING S.F. ® K. RUST SPOTS E.A. nrUv L. CRACKS UNDER SLAB L.F. ® M. RUST SPOTS BOTTOM E.A. N. WALL CRACK L.F. TREASURE BUILDING 3: COVE DUNES CONCRETE REPAIR BALCONY INSPECTION BV REPAIRS ENB I VE IN M, mm 4100 N. A1A COW 1M�NNMWC a #37M FT. PIERCE, FL Y RpDOnLFO' VI MIZAR' _ IAUK;0�;812016 ^� 1335-2A H. FL 329 VERO (772) 5 FL 3 5 DRAM T.S. PH. m2) 5R9-0035 DRAWN A.E.R. Fx. (77z) nBaBn CHECKED R.V. IRIBWM,U R - W (321) 2 15i0 NAM 3 18 2015 FT• � M - M (m) �mw SHEET 2 OF 29 RAIL SCREEN REAR BALCONY BLDG. 3 FILE COPY UNIT NUMBER: 312 INSPECTED ON: 07/09/2015 BALCONY FINISH: X TILE CARPET LEGEND: ® A. HOLLOW TILE ON SURFACE 20 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® 7-7-SLAB SPALL EDGE REPAIR 20 L.F. ® D. SLAB SPALL UNDERNEATH S.F. �� E. CRACKS ON SLAB -GRAVITY FEED L.F. F. STUCCO S.F. G. COLUMN REPAIR C.F. H. WALL REPAIR S.F. I. FLOOR PREPARATION S.F. J. WATERPROOFING S.F. ® K. RUST SPOTS E.A. L. CRACKS UNDER SLAB L.F. M. RUST SPOTS BOTTOM E.A. N, WALL CRACK L.F. �;---r' TREASURE p t635-20THSTREET JOB ND:P Cj5=320 BUILDING 3. VERO BEACH, FL 32860 DESIGNED T,S. COVE DUNES '=1 BV PH. (Tr'I 56=035 DRAM AE.R. BALCONY INSPECTION ENGINEERING ING m(nz, na 3s�T CONCRETE REPAIR CHECKED RX. 4100 N. A1A REPAIRS mm BG Hs n AlOa,6Es 968WW!E sA,E 3 ,sizs,5 FT. PIERCE. FL WWIXTNG ENGINE WG a p228 f, � sneer 3 of 29 WALL SPALL 6 FT2 RAIL SCREEN SHUTTERS DOORS REAR BALCONY • mil X1.� BLDG. 3 UNIT NUMBER: 313 INSPECTED ON: 07/09/2015 BALCONY FINISH: X TILE CARPET LEGEND: ® A. HOLLOW TILE ON SURFACE S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. HE C. SLAB SPALL EDGE REPAIR L.F. ® D. SLAB SPALL UNDERNEATH S.F. �� E. CRACKS ON SLAB -GRAVITY FEED L.F. .. F. STUCCO 6 S.F. G. COLUMN REPAIR C. F. H. WALL REPAIR S.F. � �� ^,, 11."'• <a �'t L FLOOR PREPARATION S.F. . - = r y J. WATERPROOFING S.F. �• ® K. RUST SPOTS E.A. nrUv L. CRACKS UNDER SLAB L.F. R060LF0� I R.: M. RUST SPOTS BOTTOM OM E.A. FL. Q.E.# f000_�: N. WALL CRACK L.F. TREASURE BUILDING 3. 1835-20TH STREET" i:(BOB NO.,:{5-320 COVE DUNES BALCONY INSPECTION '= BV V RO BEACH, FL 32960 PH.(T2)569 035 M(772)TT8-361T OESDNED T.S. DRAWN AER. CONCRETE REPAIR ENGINEERING, INC. CHECKED R.V. 410E N. A1A REPAIRS¶ �; � & G� m WWM+F, M — N (XI) 2 1510 DATE 3 18 2015 FT. PIERCE. FL 0370 R. vmaa, a- RH (7741ee"M SHEET 4 OF 29 I RAIL SCREEN REAR BALCONY BLDG. 3 UNIT NUMBER: 314 07/09/2015 INSPECTED ON: BALCONY FINISH: X TILE CARPET LEGEND: ® A. HOLLOW TILE ON SURFACE 1 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 5 L.F. ® D. SLAB SPALL UNDERNEATH S.F. E. CRACKS ON SLAB -GRAVITY FEED L.F. F. STUCCO S.F. ••. G. COLUMN REPAIR C.F. -" - H. WALL REPAIR S.F. J -."' •• I. FLOOR PREPARATION S.F. J. WATERPROOFING S.F. ® K. RUST SPOTS E.A. nrUU L. CRACKS UNDER SLAB L.F. RODOL 0 IL' I R ® M. RUST SPOTS BOTTOM E.A. 6400 ,'- N. WALL CRACK L.F. TREASURE G3 BUILDING 3. 185-20TH srae�i �'r oB No.''^75=320 COVE DUNES BALCONY INSPECTION '_ ■ V i i y ROBEACH,F 32960, PH. (772)569 0. Fx DE6IGNED•T,g DRAWN AER. CONCRETE REPAIR ENGINEERING,ING m2)7�8 01] CHECft D RN. 4100 N. A1A REPAIRS mm 66� mBA & M5 m IRIBOURNE R.- RR (321) M-1510 DATE 3 18 2015 FT. PIERCE, FL COMMRND ENDINEFRWD CA 037M EL ROtCF• R - m vn) 1!$-ypy5 SHEET 5 OF 29 SEAL EDGE SEAL GROUT RAIL Li J J J Q M3 ;F _L REAR BALCONY F OLE COPY BLDG. 3 UNIT NUMBER: 315 INSPECTED ON: 07/09/2015 BALCONY FINISH: X TILE CARPET LEGEND: ® A. HOLLOW TILE ON SURFACE S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR L.F. ® D. SLAB SPALL UNDERNEATH S.F. E. CRACKS ON SLAB -GRAVITY FEED L.F. F. STUCCO 3 S.F. ••• G. COLUMN REPAIR C.F. H. WALL REPAIR S.F. 10 -'_• 1J •` ='t. `. I. FLOOR PREPARATION S.F. �' ��• ', . �� I J. WATERPROOFING S.F. R OK. RUST SPOTS E.A. - rUv L. CRACKS UNDER SLAB L.F. %) t ;RODOLFQ�VI ZA ® M. RUST SPOTS BOTTOM E.A. �_ ; � •. FLc�(PlE.#61000 � N. WALL CRACK 3 L.F. e` JUN •O• .2O1ti ;'^:" TREASURE BUILDING 3: ST r, "�/ tle N071115=3202 DESMED.T:S"d COVE DUNES IMBV1635_20TH VEROBFAOH.R32860;(i DRm' AER. CONCRETE REPAIR BALCONY INSPECTION '� PH. (772)56 0035 FX ("2)"/ 61/ ONEGNED R.V. ENGINEERING. INC DATE 3 18 2015 410E N. REPAIRS UM 6� �6A & �„ E R. - M (321) Z 1510 FT. PIERCEE.. FL DON6ML MINEEAWG C i3M3 R, p ,per, R - M (77y) � SHED 6 OF 29 Z O O RAIL SCREEN SHUTTERS SLIDERS INTERIOR BALCONY BLDG. 3 UNIT NUMBER: 321 INSPECTED ON: 07/09/2015 BALCONY FINISH: X TILE LEGEND: RAIL SCREEN SHUTTERS REAR BALCONY CARPET rWX •all V� ® A. HOLLOW TILE ON SURFACE 4 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 15 L.F. ® D. SLAB SPALL UNDERNEATH 19 S.F. E. CRACKS ON SLAB— GRAVITY FEED 17 L.F. • . F. STUCCO S.F. -_ G. COLUMN REPAIR 1 C.F. H. WALL REPAIR S.F. I. FLOOR PREPARATION S.F. J. WATERPROOFING S.F. ® K. RUST SPOTS E.A. vUv L. CRACKS UNDER SLAB L.F. •.RODOLFOILLAMI ® M. RUST SPOTS BOTTOM E.A. FL. RE. Bf000' N. WALL CRACK L.F. •.,.JUt��Oi=S�•2p1fi TREASURE BUILDING 3: 1835-20 STREET l J03N0. ..15-320 COVE DUNES BALCONY INSPECTION rr:MBV V OBEAC„, M3298o P„.("2>se9-0o3s P%.Q12"'a3e" UEB GNED T.S. oanvm AER. CONCRETE REPAIR ENGINEERING,INC CHECKED R.V. 4100 N. A1A REPAIRS �� E him s Mom WRBW E. Il- PX (ElJ 253-1510 DATE 3 ,9 20,5 FT. PIERCE. FL COMMMO FNSIB9 G G1137M R. RIXq R - PX (7)3) I65-9M3 SHEET 7 OF 29 EFFLORE ON B( OF c RAIL SCREEN SLIDERS REAR BALCONY BLDG. 3 IPy UNIT NUMBER: 322 INSPECTED ON: 07/09/2015 BALCONY FINISH: x TILE CARPET LEGEND: ® A. HOLLOW TILE ON SURFACE 85 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 4 L.F. ® --D.—SLAB SPALL UNDERNEATH 11 S.F. E. CRACKS ON SLAB —GRAVITY FEED L.F. F. STUCCO S.F. G. COLUMN REPAIR C.F. H. WALL REPAIR S.F. I. FLOOR PREPARATION S.F. J. WATERPROOFING S.F. ® K. RUST SPOTS E.A. r rUv L. CRACKS UNDER SLAB 20 L.F. ® M. RUST SPOTS BOTTOM E.A. N. WALL CRACK L.F. TREASURE BUILDING 3. 1635-zone srREEr VERO BEACH, FL 32960 COVE DUNES 0035 I=I BV CONCRETE REPAIR BALCONY INSPECTION �(772)M6 °'2)TI 617 ENGINEERING INC 4100 N. REPAIRS mm � �w _ + 6��. R. - R (321) � 1510 FT. PIERCE.E. FL ccNSmL ENCINE o a 03m R, E a - M dl9 ta}l �6i) V.11 • L;> SIGNS OF WATER AT CEILING JOINT BLDG. UNIT NUMBER: INSPECTED ON: BALCONY FINISH: LEGEND: RAIL SCREEN SHUTTERS REAR BALCONY 3 323 07/09/2015 X TILE CARPET ® A. HOLLOW TILE ON SURFACE S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR L.F. ® D. SLAB SPALL UNDERNEATH 10 S.F. �� E. CRACKS ON SLAB- GRAVITY FEED L.F. F. STUCCO S.F. G. COLUMN REPAIR C.F. H. WALL REPAIR S.F. I. FLOOR PREPARATION S.F. J. WATERPROOFING S.F. ® K. RUST SPOTS E.A. -vU-, L. CRACKS UNDER SLAB L.F. ® M. RUST SPOTS BOTTOM E.A. N. WALL CRACK L.F. TREASURE yeas-zoTH srREEr' JOBNO. 15-320 BUILDING 3: ;=�� VERO BEACH, FL 32980 DESIGNED T.S. COVE DUNES PH. C"2)559-0 3,5 DRAWN AE.R, BALCONY INSPECTION FX.(nz)ne Gl CONCRETE REPAIR ENGINEERING,INC CHECNED R.V. 4100 N. A1A REPAIRS 9DW BMES M�9 a U.,6 9E R - 1 (11) 2�-�sIB DATE 3/18/2015 FT. PIERCE. FL WNSM MD ENGINEERNG a f3728 R. p R, _ RI (n2) W'B-gpy SHEET 9 OF 29 BLDG. UNIT NUMBER: INSPECTED ON: RAIL SCREEN REAR BALCONY 3 324 07/09/2015 BALCONY FINISH: X TILE CARPET LEGEND: ® A. HOLLOW TILE ON SURFACE 8 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® --E.-SLAB SPALL EDGE REPAIR 3 L.F. ® D. SLAB SPALL UNDERNEATH S.F. E. CRACKS ON SLAB -GRAVITY FEED L.F. F. STUCCO S.F. G. COLUMN REPAIR C.F. H. WALL REPAIR S.F. '_� !.•', -1 I•- I. FLOOR PREPARATION S.F_ j r' ,,'' h J. WATERPROOFING S.F. ® K. RUST SPOTS E.A. L. CRACKS UNDER SLAB L.F. RODO V' M. RUST SPOTS BOTTOM E.A. _ FL�P'.E. 61000 : +. ; N. WALL CRACK L.F. TREASURE BUILDINGG 3. 1835-20TH STREET JOBrdo' 15-320'` COVE DUNES BALCONY INSPECTION �� V RO BEACH.F 32950 PH. (n2)589 35 DESIGNED DrM AER. C3ECBED R.V. CONCRETE REPAIR ENGINEERING,INC FX ("2)n8-3819 DATE 3 18 2015 41 U0 N. REPAIRS um h BOWIES NLLAV ASSOCU Mr. R - M (NJ) 255-1510 uE1MMULTNG FT. PIERCEE.. FL MGINEBUNG G 13M5 R, RQttE M - M (1) M-S015 SHEEP 10 OF 29 BLDG. UNIT NUMBER: INSPECTED ON: EDGE UNSEALED RAIL SCREEN REAR BALCONY 3 325 07/09/2015 BALCONY FINISH: X TILE CARPET LEGEND ® A. HOLLOW TILE ON SURFACE 75 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 10 L.F. ® D. SLAB SPALL UNDERNEATH 1 S.F. '-rkJ�- E. CRACKS ON SLAB -GRAVITY FEED L.F. F. STUCCO S.F. G. COLUMN REPAIR C.F. H. WALL REPAIR S.F. I. FLOOR PREPARATION S.F. J. WATERPROOFING S.F. ® K. RUST SPOTS E.A. nrUvN L. CRACKS UNDER SLAB L.F. ® M. RUST SPOTS BOTTOM E.A. N. WALL CRACK L.F. A —1 - - - MA 1,^ TREASURE CCOVETDlRNE R 4100 N. AIA FT. PIERCE, FL BUILDING 3. 3 BALCONY INSPECTION REPAIRS �=��` S Y EN GAIN E n I" caxe=m mwED G a jmn ROBEAH. FL 3e " VERO BEACH, FL 3298D PH.(/T2)588OD35 FX.(772)T/836+� MGM n - N (2I) CIS o R, p� R pH ) yyil oa DESIGNED T,g, CNE T.S. A.EoRo DI'M DATE , ,e 2015 SIEU I I OF 29 Jx . O to C) x N RAIL SCREEN RAIL FLUSH SLIDERS INTERIOR BALCONY REAR BALCONY BLDG. 3 a COPY UNIT NUMBER: 331 INSPECTED ON: 07/09/2015 BALCONY FINISH: X TILE CARPET LEGEND: ® A. HOLLOW TILE ON SURFACE 4 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 15 L.F. ® D. SLAB SPALL UNDERNEATH 3 S.F. ^/vim E. CRACKS ON SLAB -GRAVITY FEED L.F. F. STUCCO S.F. G. COLUMN REPAIR 1 C.F. H. WALL REPAIR S.F. I. FLOOR PREPARATION S.F. J. WATERPROOFING S.F. ® K. RUST SPOTS E.A. r rUv� L. CRACKS UNDER SLAB L.F. ® M. RUST SPOTS BOTTOM E.A. N. WALL CRACK L.F. FL TREASURE COVE DUNES CONCRETE REPAIR 410E N.E. FT. PIERCE. FL BUILDING 3: BALCONY INSPECTION REPAIRS 1535-20TH STREET V ROBEACH,FE3zs5o �BY PH.(TT2) 55s-0035 ENGINEERING,INC FX(TT2) TT3-351T moN e0 W, ! ,�,',E5 Y580BB11E R - M (321) ?5}1510 COH MMNO EROMRRMO a 1370 R. ROM R - BH (T12) 4� SOBHo' "15L320 BEB�H� T.S. BSAWN AER. CHEMD RN. OATS 3/18/2015 SHEET 12 OF 29 RAIL SLIDERS REAR BALCONY BLDG. 3 FILE UNIT NUMBER: 332 INSPECTED ON: 07/09/2015 BALCONY FINISH: X TILE CARPET LEGEND ® A. HOLLOW TILE ON SURFACE S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 10 L.F. ® D. SLAB SPALL UNDERNEATH 3 S.F. E. CRACKS ON SLAB —GRAVITY FEED L.F. .... F. STUCCO S.F. G. COLUMN REPAIR C.F. :.I:- H. WALL REPAIR S.F. *^ '•,,1; .^',:, '•, I. FLOOR PREPARATION S.F. J. WATERPROOFING S.F. ® K. RUST SPOTS E.A. a lvUv L. CRACKS UNDER SLAB L.F. s, '•• RODOLFO' VIL I ® M. RUST SPOTS BOTTOM E.A. _ M '• FL P. E.#46 000.2 N. WALL CRACK L.F. �; JIfN 0 -I;m- -6? TREASURE COVE DUNES BUILDING 3: =�` 1 1835-20TH STREET11i(( V RO BEACH. FL 3.... J06 N0, 15-320 DESIGNED T.S. BALCONY INSPECTION Y PH.(772) 589-0035 `"'("2)na3e�� DMWN A.E.R. CONCRETE REPAIR ENGINEERING,INC cNEcrcEo R.V. 4100 N. A1A REPAIRS um � Mom a A3 m �Fjl� R - RR (331) 4 1510 DATE 3 1B 2015 FT. PIERCE. FL COMIAT EWG WD G 03728 R. ROM R - RI F/!]) W+9- SHEET 13 OF 29 RAIL SLIDERS REAR BALCONY BLDG. 3 UNIT NUMBER: 333 INSPECTED ON: 07/09/2015 BALCONY FINISH: X TILE LEGENDr CARPET ITO ® A. HOLLOW TILE ON SURFACE 4 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 3 L.F. ® D. SLAB SPALL UNDERNEATH 7 S.F. E. CRACKS ON SLAB -GRAVITY FEED L.F. F. STUCCO S.F. G. COLUMN REPAIR C.F. H. WALL REPAIR S.F. I. FLOOR PREPARATION S.F. J. WATERPROOFING S.F. y rT7 ® K. RUST SPOTS E.A. nrUv� L. CRACKS UNDER SLAB L.F. • RO ILJAM ®M. RUST SPOTS BOTTOM E.A. :: n -: '•. FL. P_.E.#6y10, 0;: , I!. P; N. WALL CRACK L.F. JUCV>d B NJ�G_ .,.• TREASURE BUILDING 3. STREET ENO Y•,$-320 COVE DUNES BALCONY INSPECTION ,= MBV1B35-20TH VERO BEACH. FL 32950 PH.(772) 559-0035 M(TT2301] DESIGNED 7,5, DFAWN AER. CONCRETE REPAIR ENGINEERING INC )T1 `"ECNEO R.V. 4100 N. REPAIRS mm BD� ��9R,R a �SDG�,6 4RBWW E. R - M (521) 250-1510 DATE 3 IB 2015 FT. PIERCE.E. FL DON MD G MINWWG G 137M R. PR12E, R - BN (m) �m sHEET 1♦ OF 29 RAIL SHUTTERS REAR BALCONY 6=z. RIBS'` !u��'uLtl ti ',�• •Jf �h BLDG. 3 UNIT NUMBER) 334 INSPECTED ON: 07/09/2015 BALCONY FINISH: X TILE CARPET LEGEND: ® A. HOLLOW TILE ON SURFACE 4 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 10 L.F. ® D. SLAB SPALL UNDERNEATH S.F. w� E. CRACKS ON SLAB —GRAVITY FEED L.F. F. STUCCO S.F. G. COLUMN REPAIR C.F. H. WALL REPAIR S.F. I. FLOOR PREPARATION S.F. J. WATERPROOFING S.F. ® K. RUST SPOTS E.A. r\rUv- L CRACKS UNDER SLAB L.F. ® M. RUST SPOTS BOTTOM 1 E.A. N. WALL CRACK L.F. TREASURE COVE DUNES coNCRETE REPAIR 4100 N. AlA FT. PIERCE. FL BUILDING 3: BALCONY INSPECTION REPAIRS 1635-20TH 6T : � �` 1 y RO BEACH, FL 32960 '% Y PH.(772)569 O0 FX c�12)1T6361! ENGINEERING, INC mom 60W V�� R ,� YO MF. R - M (521) 255-1510 NNS6LTIND ENDINEO G M IN26 R, p R - M CM) 165-90iM1 :we eD.l 15-320' DESIGNED .T,g, DRAM A.E.R. CHECNEO R.V. DATE 3 15 2015 SHEET 15 OF 29 SCREEN LOWER FRONT BALCONY BLDG. 3 UNIT NUMBER: 335 INSPECTED ON: 07/09/2015 BALCONY FINISH: X TILE LEGEND: SLIDERS LOWER REAR BALCONY t Kr a �ffir •k� 6a% %O CARPET ® A. HOLLOW TILE ON SURFACE 24 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 14 L.F. ® D. SLAB SPALL UNDERNEATH 6 S.F. E. CRACKS ON SLAB —GRAVITY FEED L.F. F. STUCCO S.F. G. COLUMN REPAIR C.F. "^ H. WALL REPAIR S.F. Y'r' I. FLOOR PREPARATION S.F �•' ��` . J. WATERPROOFING S.F. ® K. RUST SPOTS E.q, _' - rUv- L. CRACKS UNDER SLAB L.F. -' '. RODO A+ LLAMI ® M. RUST SPOTS BOTTOM E.A. FOJ`P:E. 611000t'.i N. WALL CRACK L.F. JUN..O�B 2016 TREASURE BUILDING 3: �� ] 1335- 20TH STREETe ''1, Joe NO..g5=320 DESIGNED COVE DUNES BALCONY INSPECTION �` Y V RO BEACH. FL 32966 PH. (772)559�035 FX T.S. DRm AE.R. CONCRETE REPAIR ENGINEERINGJNC (772)TT5351T CHECKED R.V. 12� 4100 N. A1A REPAIRS um SDWIES M� QM A ASSGOATES YOSWNlF, R — N (321) 2,,1510 DATE 3 1B FT. PIERCE. FL COMMM D ENCINEEMG M 137M R. B M _ M m2) 3e%-m53 SHEET 16 OF I UPPER BALCONY BLDG. 3 UNIT NUMBER: 335 INSPECTED ON: 07/09/2015 BALCONY FINISH: X TILE LEGEND. RAIL SCREEN CARPET ® A. HOLLOW TILE ON SURFACE 14 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 3 L.F. ® D. SLAB SPALL UNDERNEATH 6 S.F. E. CRACKS ON SLAB -GRAVITY FEED L.F. F. STUCCO S.F. G. COLUMN REPAIR C.F. H. WALL REPAIR S.F. I. FLOOR PREPARATION S.F. J. WATERPROOFING S.F. ® K. RUST SPOTS E.A. nrUv- L. CRACKS UNDER SLAB L.F. ® M. RUST SPOTS BOTTOM E.A. N. WALL CRACK L.F. c �r MN TREASURE COVE DUNES CONCRETE REPAIR 410E N.E. FT. PIERCE. FL BUILDING 3. BALCONY INSPECTION REPAIRS 1835-20TH STREET 1, V RO BEACH, FL 3298E '� MBVPH.(nz�sBB-0o3s ENGINEERING ING FX °'z, TTB-3B,T um BD mom+ & A55 m � F. R - M (MI) 4 151D CDN5MVW BHGINEEBMG G 137M R. R R - BI (m) � OB NO: IT.s DEBIGNED DBawN A.E.R. CHECKED R.V. DATE } 18 2015 SHEET 17 OF 29 STALAGTITES RAIL ON CEILING SCREEN SHUTTERS BLDG. UNIT NUMBER: INSPECTED ON: BALCONY FINISH: LEGEND. SLIDERS REAR BALCONY -s5 n �u tl „-mCOPly342 07/09/2015 X TILE CARPET ® A. HOLLOW TILE ON SURFACE 85 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 3 L.F. ® D. SLAB SPALL UNDERNEATH 8 S.F. E. CRACKS ON SLAB -GRAVITY FEED L.F. F. STUCCO S.F. G. COLUMN REPAIR C.F. H. WALL REPAIR S.F. I. FLOOR PREPARATION S.F. J. WATERPROOFING S.F. ® K. RUST SPOTS E.A. nrUv� L. CRACKS UNDER SLAB 3 L.F. ® M. RUST SPOTS BOTTOM E.A. N. WALL CRACK L.F. TREASURE COVE DUNES BUILDING 3: `, 1� CONCRETE REPAIR BALCONY INSPECTION Y ENGINEERING, INC 410ERCE. REPAIRS m FT. PIERCE. FL , �I n,D ;�3 5 r RODOLF01r'ILLAMI.12.' . '. 1. 2016 ' 1835-20TH STREET JOB NO, 15-320 VERO BEACH, FL 329SO DESIGNED T.S. PH. (712) 589-0035 DRAWN A.E.R. FX (792) T 8-3817 CHECe D R.V. MBMIRID R - PN (521) 2 1510 oars 3 18 2015 R. ROM 1L - RI (7R) �9 SH9E 19 OF 29 ED RAIL REAR BALCONY BLDG. 3 UNIT NUMBER: 343 INSPECTED ON: 07/09/2015 Kim BALCONY FINISH: X TILE CARPET LEGEND. ® A. HOLLOW TILE ON SURFACE 31 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® --C.-SLAB SPALL EDGE REPAIR 10 L.F. ® D. SLAB SPALL UNDERNEATH S.F. E. CRACKS ON SLAB -GRAVITY FEED L.F. F. STUCCO S.F. G. COLUMN REPAIR C.F. H. WALL REPAIR S.F. I. FLOOR PREPARATION S.F. J. WATERPROOFING S.F. ® K. RUST SPOTS E.A. -vUv- L. CRACKS UNDER SLAB L.F. 40 M. RUST SPOTS BOTTOM E.A. N. WALL CRACK L.F. TREASURE BUILDING 3: �MBY COVE DUNES CONCRETE REPAIR BALCONY INSPECTION ENGINEERING, G 4100 N. A1A REPAIRS Y0°` BON1b ��A11 a ASSOdIN FT. PIERCE. FL C1]N MTW ENDINEERPIO a 13728 - '.RODOLFON'ILLAMI FL1J`P:E.#6100 ANl/'0 :.8. 2016'.; : M (772) 778 817 CEC IElmm. R - m (221) 25 %O DATE ET. PIERCE. EL - PN (7n) 1 W-905,5 SHEE RAIL REAR BALCONY ` COPY BLDG. 3 FILE UNIT NUMBER: 344 INSPECTED ON: 07/09/2015 BALCONY FINISH: X TILE CARPET LEGEND: ® A. HOLLOW TILE ON SURFACE Z S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR L.F. ® D. SLAB SPALL UNDERNEATH 3 S.F. E. CRACKS ON SLAB -GRAVITY FEED L.F. F. STUCCO S.F. .. G. COLUMN REPAIR C.F. H. WALL REPAIR S.F. I. FLOOR PREPARATION S S.F. ^ ' "1.' J. WATERPROOFING S.F. n > ® K. RUST SPOTS E.A. �rUtin L. CRACKS UNDER SLAB 3 L.F. -; RODOLFQ)VIC ZAR: ® M. RUST SPOTS BOTTOM E.A. N. WALL CRACK L.F. TREASURE COVE DUNES BUILDINGS: � �'I j EROBEAH.FU329_/". VERO BEACH. PL'3 doe No. ''15-320 DESIGNED kE. CONCRETE REPAIR BALCONY INSPECTION 'm 5 PH. m2)n6 3615 FX. m2)na3617' DRAWN ENGINEERING, INC cHEcnED R.V. RX. 410E N. A REPAIRS mm BD hOAm s ASsocw YDD00NNE. R - M (321) 2 1510 DATE 3 18/2015 FT. PIERCE, FL CONSULTING E NE G f JR28 1T, p R _ M (M) �fig_y0g SHEET 20 OF 29 C. LUMN DELAMIN)-., IONS REPAIR 0 REPAIR PROCEDURE, EXISTING CONDITIONS 1. SHORE STRUCTURE TO RELIEVE LOAD FROM COLUMN SEVERE SPALL AS MUCH AS POSSIBLE 2. REMOVE ALL DAMAGED OR UNSOUND CONCRETE FOLLOWING THE CONDITIONING OF CONCRETE GUIDELINES 3. SAWCUT THE PERIMETER OF THE REPAIR AREA FORMING A SHOULDER PERPENDICULAR TO THE SUBSTRATE 4. THE VERTICAL AND HORIZONTAL SURFACES SHALL BE ROUGHENED WITH 4' AMPLITUDE 1 5. SANDBLAST OR HYDROBLAST THE EXPOSED CONCRETE AND REBAR TO REMOVE DUST, LAITANCE AND 07HER 'UND BOND INHIBITING MATERIALS AVOID DAMAGING OR F SPALL CUTTING EXISTING REINFORCEMENT. 6. INSERT NEW BARS OF EQUAL DIAMETER NEXT TO JE OUT TO THOSE THAT HAVE DETERIORATED BY MORE THAN 159 RETE AND ALL NEW STEEL SHALL BE AS774 A-615 GRADE 60. TO PRODUCE LAP SPLICES SHALL BE IN ACCORDANCE WI7H ACI 318. AL FINISH. Z COAT ALL NEW AND EXISTING REBAR W17H TWO 10 MILS OF EPDXY, POLYMER CEMENT SLURRY OR A ZINC —RICH COATING FOR CORROSION PROTECTION. INSTALLATION SHALL BE DONE FOLLOWING THE MANUFACTURER SPECIFICATIONS 8. THE BONDING AGENT SHALL BE INSTALLED AS DESCRIBED IN THE MANUFACTURER SPECIFICATIONS TO SSD CONCRETE SURFACE. ACES 9. FILL THE EXCAVATION WITH REPAIR MORTAR OR READY MIX CONCRETE PLACED AS DESCRIBED IN THE ENT. MANUFACTURER SPECIFICATIONS. 10.REPAIR MIX SHALL HAVE A COMPRESSIVE RESISTANCE OF 5,000 PSI AT 28 DAYS AND A WATER CEMENT RATIO OF 0.45 OR LESS OR HAVE NON —SHRINKABLE PROPERTIES. 11.FINISH SURFACE TO TEXTURE AND SM007HNESS STEP 3 REQUIRED FOR THE SPECIFIC APPLICATION. PREPARED AREA 12•PROWDE THE ARCHITECTURAL FINISH AS REQUIRED BY I REPAIR MORTAR THE OWNER. 13.FOR MATERIAL SELECTION, PHYSICAL PROPERTIES,' EP 4 MIXING, APPLICATION AND CURING INFORMA71ON.REFER' TO APPROPRIATE TECHNICAL CT SURFACE WITH )PRIA7E COATING SPECIFICATIONS FROM _' , q> ,. • "_ i MANUFACTURER. P.E.# ,1;000 TREASURE COVE DUNES CONCRETE REPAIR q BUILDING 3. INSPECTION , E INEERING BV ING Te3s-zoTr sraeEr "JOB V183 BEACH, FL 3E7 PH. (772)W9-0035 Fx(772)773 617 NO.'C15=320 DES90NED T,g, DRAWN AE.R. CHECKED R.V. 4100 N. E, FT. PIERCE, FL DETAILS RaA 3� �QM MCA A CONSULIMC ENDINEERWD CA 03M8 10�0ILNE R - M (321) W-1310 NT, qp , R - EN (M) I6 %W DATE 3/18/201$ SHEEP 21 OF 29 WALL REPAIR NOTES FOR GENERAL REPAIR. 1. CHIP AND REMOVE CRACKED MORTAR. 2. THOROUGHLY CLEAN MASONRY SUBSTRATE AND REMAINING STUCCO SURFACES (EXPOSED EDGES INCLUDED) WITH CONCRETE/MASONRY CLEANER OR TRISODIUM PHOSPHATE/WATER SOLUTION. 3. REPAIR CRACKED AND/OR SPALLED MASONRY SUBSTRATE INCLUDING CONCRETE BLOCK UNITS, MORTAR JOINTS, AND GROUT FILLED CELLS IN ACCORDANCE WITH REPAIR DETAILS AND SPECIFICATIONS PROVIDED HEREIN. 4. COAT TOP AND BOTTOM SIDES OF GAP WITH BONDING AGENT. 5. PATCH REPAIR AREAS WITH NEW REPAIR MORTAR SYSTEM OR EXTERIOR STUCCO SYSTEM IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 6. MATCH EXISTING FINISH TEXTURE AND COLOR AS CLOSE AS POSSIBLE Z FINISH/PAINT/COAT REPAIRED AREA IN ACCORDANCE WITH THE GENERAL NOTES. a�3 k 'RODOLFO,, VILLAMIZ , ' FL. P.E:#6.1000 JUN 4-9 2016 - TREASURE COVE DUNES CONCRETE REPAIR 4100 N. AIA FT. PIERCE, FL BUILDING3: INSPECTION DETAILS 1835-20TH STREET � �" VEROBEACH ,9FL32960 Y PH. (n2)56035 ENGINEERING INC FXm2)TT3-3B1T NOM BOMIES Y,BAU @ /SSOO61TE5 YEIHJUWIE R - M (021) 2 1510 CONSULTING EBOINBANO CA JW28 R, RIM R - JOBNO. 15-320 DESIGNMT.S. DR m AE.R. GNHEC8 R.V. DATE 3 18 2015 SHEET 22 OF 29 EXPOSING AND UNDERCUTTING OF REINFORCING STEEL THESE DETAILS ARE APPLICABLE TO HORIZONTAL, VER71CAL AND OVERHEAD LOCATIONS. THEY ARE ALSO APPLICABLE TO REMOVAL BY HYDRO —DEMOLITION, HYDRO—MILLLING, AND ELECTRIC, PNEUMATIC OR HYDRAULIC IMPACT BREAKERS 1. REMOVE LOOSE OR DELAMINATED CONCRETE ABOVE CORRODED REINFORCING STEEL 2. ONCE INITIAL REMOVALS ARE MADE, PROCEED WITH THE UNDERCUTTING OF ALL EXPOSED CORRODED BARS. UNDERCUTTING WILL PROVIDE CLEARANCE FOR UNDER BAR CLEANING AND FULL BAR CIRCUMFERENCE BONDING TO SURROUNDING CONCRETE, AND WILL SECURE THE REPAIR STRUCTURALLY. PROVIDE MINIMUM % INCH (19 MM) CLEARANCE BETWEEN EXPOSED REBARS AND SURROUNDING CONCRETE OR Y4 INCH (6MM) LARGER THAN LARGEST AGGREGATE IN REPAIR MATERIAL, WHICHEVER IS GREATER. 3. CONCRETE REMOVALS SHALL EXTEND ALONG THE BARS TO LOCATIONS WITH MINIMUM SIX INCHES FREE OF BOND INHIBITING CORROSION, AND WHERE THE BAR IS WELL BONDED TO SURROUNDING CONCRETE 4. IF NON —CORRODED REINFORCING STEEL IS EXPOSED DURING THE UNDERCUTTING PROCESS CARE SHALL BE TAKEN NOT TO DAMAGE THE BAR'S BOND TO SURROUNDING CONCRETE IF BOND BETWEEN BAR AND CONCRETE IS BROKEN, UNDERCUTTING OF THE BAR SHALL BE REQUIRED, 5. ANY REINFORCEMENT WHICH IS LOOSE SHALL BE SECURED IN PLACE BY 7YING TO OTHER SECURED BARS OR BY OTHER APPROVED METHODS -or-'s MY TREASURE 1835-20THST .E JOBNO. _15=320 BUILDING 3. V RO BEACH, FL 3296O DESIGNED T.S. COVE DUNES '= PH.(772) 559-0035 DRAWN A.E.R. INSPECTION ENGINEERINGV F °'2)77 - 61T CONCRETE REPAIR INCCHECKED R.V. 410E N. E, DETAILS mm 13 M ml AV k assautEs YENDRNE. R - PN (321) W-1510 DATE 3 18 2015 FT. PIERCE. FL CONSGLTXG ENGINMNG G i3723 R, q 11 - RN (n2) 011-Ml SHEEP 23 OF 29 C - EANING AND RE&AIR OF REINFORCING STEEL CLEANING OF REINFORCING STEEL ALL HEAVY CORROSION AND SCALE SHOULD BE REMOVER FROM THE BAR AS NECESSARY TO PROMOTE MAXIMUM BOND OF REPLACEMENT MATERIAL OIL FREE ABRASIVE BLAST IS THE PREFERRED METHOD. A TIGHTLY BONDED LIGHT RUST BUILD—UP ON THE SURFACE IS USUALLY NOT DETRIMENTAL TO BOND, UNLESS A PROTECTIVE COATING IS BEING APPLIED TO THE BAR SURFACE, IN WHICH CASE THE COATING MANUFACTURER'S RECOMMENDATIONS FOR SURFACE PREPARATION SHOULD BE FOLLOWED. m STEEL ABRASIX PATH CLEANING BACKSIDE OF CORRODED BARS REPAIR OF REINFORCING STEEL DUE TO LOSS OF SECTION IF REINFORCING STEEL HAS LOST SIGNIFICANT CROSS SECTION, A STRUCTURAL ENGINEER SHOULD BE CONSULTED. IF REPAIRS ARE REQUIRED TO THE REINFORCING STEEL, ONE OF THE FOLLOWING REPAIR METHODS SHOULD BE USED: • COMPLETE BAR REPLACEMENT, OR • ADDITION OF SUPPLEMENTAL BAR OVER AFFECTED SECTION. NEW BARS MAY BE MECHANICALLY SPLICED TO OLD BARS OR PLACED PARALLEL TO AND APPROXIMATELY % IN. (19 MM) FROM EXISTING BARS LAP LENGTHS SHALL BE DETERMINED IN ACCORDANCE WITH ACI 318; ALSO REFER TO CRSI AND AASHTO MANUAL TREASURE COVE DUNES CONCRETE REPAIR 410E N.E. FT. PIERCE. FL BUILDING 3: INSPECTION DETAILS leas-zoT M T E:E l ;} ;= �� y RO BEACH, FL 32960 PH.(nz)se9 boas PH.(/2)5860035 ENGINEERING, INC NDI4 BOWLES mlD I AR & ASSOI N0&NIfiNE, R - M (021) 2 1510 CONSULTING ENGINEERING G i02TB R. ELL1LLE, R - M (M) �S JOErvN .) 115-320 DESIGNED T,S,'P DRPWN AER. HEc ED Rv DATE 3 18 2015 SHEET 24 OF 29 5LAB WATER PROOFING TOP COAT WITH AGGREGATE TO REFUSAL SACKROLLED INTO WET TOP COAT BASE COAT SUBSTRATE: CONCRETE OR LEVELING OVERLAY LONG GUARD RAILS, SET BOTTOM RAIL 1/4" MIN. OFF DECK TO ALLOW WATER FLOW OFF DECK. REPAIR PROCEDURE. ALLOW CONCRETE DECKS TO DRY FOR 48 HOURS MINIMUM WITHOUT RAINFALL CONCRETE MUST BE VISIBLY DRY WITH MAXIMUM 49 MOISTURE CONTENT. IF REQUIRED BY THE ENGINEER, A MAT TEST SHALL BE PERFORMED ON ONE OR MORE DECKS PRIOR TO BASE COAT APPLICATION. TEST SHALL COVER AN AREA OF FOUR SQUARE FEET, MAT SHALL BE A 6 MIL CLEAR POLYURETHANE SHEET, SEALED ALL AROUND WITH ADHESIVE TAPE AND IT SHALL REMAIN IN PLACE FOR A MINIMUM OF 16 HOURS. CONCRETE DECKS SHALL BE DRY, CLEAN, SOUND AND FREE OF ALL CONTAMINANTS WHICH MAY INTERFERE WITH ADHESION OR PROPER CURING. 2. APPLY BASE COAT TO TOP OF SLAB AND VERTICAL EDGES PER MANUFACTURER'S SPECIFICATIONS AND ALLOW IT TO CURE BEFORE TOP COAT APPLICATION. EXTEND APPLICATION TO VERTICAL EDGE OF SLAB. J. AFTER SUFFICIENT CURE TIME, SURFACE DEFECTS SHALL BE REMEDIED, CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING PONDING AREAS WITH COATINGS 3116" OR LESS. ALLOW IT TO CURE FOR 72 HOURS MINIMUM BEFORE OPENING THE BALCONY TO TRAFFIC. TOP COAT APPLIED PER MANUFACTURER'S SPECIFICATIONS. BROADCAST SILICA SAND IMMEDIATELY INTO THE WET TOPCOAT AND BACK ROLL TO EVENLY DISTRIBUTE THE AGGREGATE TOP COAT TO BE COMPATIBLE WITH BASE COAT. 4. APPLY FINAL TOP COATS PER MANUFACTURER'S INSTRUCTIONS. • ri TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S c KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH ',�• THE APPLICABLE MINIMUM BUILDING CODES AND THE ' APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE RODOLFO I L�MI LOCAL AUTHORITY IN ACCORDANCE WITH FS553 AND FS633. . FL..' .#61000' ' JUN',0;8 2016 TREASURE BUILDING 3. V 1835-20TH STREET f VERO BEACH, FL 32950 dCSNo .15-320 DESIGNED T,S, COVE DUNES INSPECTION '= By PH.(772) 589-0035 FX,(7 DRAWN AE.R. CONCRETE REPAIR ENGINEERING, ING »s35+T CHEC ED R.V. 4100 N. A1A DETAILS um 90YRE5 W�PAR h � `+ES IIELBWME. R - M (321) W-1510 DATE 3 ,e 2015 I FT. PIERCE. FL CDNSML ENCINEFWD a 13M0 R. RDR', & - RI (M) K NW SHEET 25 OF 29 SLHB FULL DEPTH kt.PAIR REPAIR PROCEDURE.• 1. REMOVE ALL DAMAGED OR UNSOUND CONCRETE FOLLOWING THE CONDITIONING OF CONCRETE GUIDELINES 2. SAWCUT THE PERIMETER OF THE REPAIR AREA FORMING A SHOULDER PERPENDICULAR TO THE SUBSTRATE EXISONG CONDI110NS SEVERE SPA 3. CHIP OUT THE FULL DEPTH. REMOVAL SHALL CONTINUE ALONG THE LENGTH OF THE REINFORCING STEEL UNTIL AT LEAST 6" OF THE UNCORRODED REBAR IS OBSERVED. STEP 1 4. THE VERTICAL AND HORIZONTAL SURFACES SHALL SAWCUT AROUND BE ROUGHENED WITH Ij" AMPLITUDE. PERIMETER OF SPALL 5. SANDBLAST OR HYDROBLAST THE EXPOSED CONCRETE AND REBAR TO REMOVE DUST, LAITANCE AND OTHER BOND INHIBITING MATERIALS CHIP CONCRETE OUT TO AVOID DAMAGING OR CUTTING EXISTING SOUND CONCRETE AND REINFORCEMENT. CLEAN STEEL TO PRODUCE 6. INSERT NEW BARS OF EQUAL DIAMETER NEXT TO A WHITE METAL FINISH. THOSE THAT HAVE DETERIORATED BY MORE THAN 157. ALL NEW STEEL SHALL BE ASTM A-615 GRADE 60. LAP SPLICES SHALL BE IN ACCORDANCE WITH ACI 318. STEP 2 7. COAT ALL NEW AND EXISTING REBAR WITH TWO 10 COAT EXPOSED SURFACES MILS OF EPDXY, POLYMER CEMENT SLURRY OR A WITH APPROVED BONDING ZINC -RICH COATING FOR CORROSION PROTECTION. AND ANTI -CORROSION INSTALLATION SHALL BE DONE FOLLOWING THE AGENT. MANUFACTURER SPECIFICATIONS 8. THE BONDING AGENT, IF REQUIRED, SHALL BE INSTALLED AS DESCRIBED IN THE MANUFACTURER SPECIFICATIONS. STEP 3 9. REPAIR REPAIR MORTAR OR READY MIX CONCRETE FILL PREPARED AREA WITH SHALL BE PLACED AS DESCRIBED IN THE REPAIR MORTAR. MANUFACTURER SPECIFICATIONS 10. REPAIR MIX SHALL HAVE A COMPRESSIVE STEP 4 RESISTANCE OF 5,000 PSI AT 28 DAYS AND A WATER CEMENT RA770 OF a45 OR LESS PR07ECT SURFACE WITH APPROPRIATE COATING. 11. FINISH SURFACE TO TEXTURE AND SM007HNESS REQUIRED FOR THE SPECIFIC APPLICATION. 12. UPON COMPLE71ON OF FINISHING OPERATIONS, ALLOW MATERIAL TO CURE IN ACCORDANCE WITH MANUFACTURERS'S RECOMMENDATIONS.........,,, 13. PROVIDE THE ARCH17ECTURAL FINISH AS REQUIRED BY THE OWNER. m =. TREASURE COVE DUNES CONCRETE REPAIR 4100 N. A1A FT. PIERCE, FL BUILDING 3: INSPECTION DETAILS IN VERO BEP CH, FL 3a.. - MBV1636-20TH STREET". PH. (]]2)5890035 FX (]]2) ]]6361] ENGINEERING. ING YDR B01'A6 W�11AA h ��'� YBBMME R - M (321) 253-1510 00K MTNG ENGIN G a /3728 R• p R _ pN ) gpyg J06 Ro.- 15-320 oEscnEo LS. DRAWN AER, CHECKED R.V. GATE 3 1R 2015 6HEE] 26 OF 29 EDGE AND SURFACE CONDITIONING OF CONCRETE BOUNDARY OF LOOSE AND RECOMMENDED DELAMINATED CONCRETE LAYOUT a• ° se a d ° 4° ° ° °a G n 1. THESE DETAILS ARE APPLICABLE TO HORIZONTAL, VERTICAL, AND OVERHEAD LOCATIONS. THEY ARE ALSO APPLICABLE TO REMOVAL BYHYDRO—DEMOLITION, HYDROMILLING, AND ELECTRIC, PNEUMATIC OR HYDRAULIC IMPACT BREAKERS. 2. REMOVE DELAMINATED CONCRETE UNDERCUT REINFORCING STEEL, REMOVE ADDITIONAL CONCRETE AS REQUIRED TO PROVIDE MINIMUM REQUIRED THICKNESS OF REPAIR MATERIAL. 3. CHIP OUT THE CONCRETE TO EXPOSE THE ENTIRE CIRCUMFERENCE OF THE REBAR. REMOVAL SHALL CONTINUE ALONG THE LENGTH OF THE REINFORCING STEEL UNTIL AT LEAST 6" OF UNCORRODED STEEL IS OBSERVED. 4. AT EDGE LOCATIONS, PROVIDE RIGHT ANGLE CUTS TO THE CONCRETE SURFACE WITH EITHER OF THE FOLLOWING METHODS: 4.1. SAWCUT 112 " (13 MM) OR LESS AS REQUIRED TO AVOID CUTTING REINFORCING STEEL. 4.2. USE POWER EQUIPMENT SUCH AS HYDRODEMOLTTION OR IMPACT BREAKERS. AVOID FEATHER EDGES. 4.3. REPAIR CONFIGURATIONS SHOULD BE KEPT AS SIMPLE AS POSSIBLE, PREFERABLY WITH SQUARED CORNERS. 5. AFTER REMOVALS AND EDGE CONDITIONING ARE COMPLETE, REMOVE BOND INHIBITING MATERIALS (DIRT, CONCRETE SLURRY, LOOSELY BONDED AGGREGATES) BY ABRASIVE BLASTING OR HIGH PRESSURE WATERBLASTING WITH OR WITHOUT ABRASIVE. 6. CHECK THE CONCRETE SURFACES AFTER CLEANING TO INSURE THAT SURFACE IS FREE FROM ADDITIONAL LOOSE AGGREGATE, OR THAT ADDITIONAL DELAMINATIONS ARE NOT PRESENT Z IF HYDRODEMOLTTION IS USED, CEMENT AND PARTICULATE SLURRY MUST BE REMOVED FROM PREPARED SURFACES BEFORE SLURRY. HARDENS." G FILE 0 PY.. RODOLFO VIL JIJN• •0• d TREASURE COVE DUNES CONCRETE REPAIR BUILDING 3: INSPECTION _�-■ .MMBV ENGINEERING LNG 1035-20TH STREET VERO BEACH, FE 32 60 PH.()]2)66"O0 FX.(772)1T6-3619 OBNO. 75-320 DESIGNED T,S, DRAWN A.E.R. CHECKED RV 4100 N. A1A FT. PIERCE. FL DETAILS �� 6O«�5 W1 � � tONSMM OIDWEERIND a 037M WDBW M R - PN (321) 253-1510 R. PNRS. R - M (M) K5-5035 DAIS } 78 2015 SHEET 27 OF 29 LEGEND: Q TELESCOPING SHORIN X 2X4 BRACING ® 4X4 P.T. FORMWORK. SHORING & RESHORING 1. FORMS AND SHORES FOR HORIZONTAL CONCRETE MEMBERS WERE DESIGNED FOR NOT LESS THAN DEAD LOAD PLUS 50 PSF CONSTRUCTION LOAD AND FOR THE CUMULATIVE LOADS OF SUPPORTED FLOOR. 2. FORMWORK SHALL BE FABRICATED, ERECTED, SUPPORTED, BRACED AND MAINTAINED SO THAT IT WILL BE CAPABLE OF SUPPORTING WITHOUT FAILURE ALL VERTICAL AND LATERAL LOADS THAT MAY REASONABLY BE ANTICIPATED TO BE APPLIED TO THE FORMWORK. 3. THE MAXIMUM SUPERIMPOSED CONSTRUCTION LOAD APPLIED TO FLOORS SUPPORTING SHORES OR RESHORES SHALL NOT EXCEED 757 OF THE LIVE LOAD SPECIFIED FOR SLABS AND JOISTS AND 60Y OF THE LIVE LOAD SPECIFIED FOR BEAMS. 4. NO CONSTRUCTION LOAD SHALL BE APPLIED TO ANY MEMBER UNTIL THE CONCRETE IS A MINIMUM OF 14 DAYS OLD AND THE 7 DAY STRENGTH IS 709 OF THE SPECIFIED 28 DAY STRENGTH. 5. REMOVAL OF FORMWORK IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. REMOVE FORMS IN SUCH A MANNER TO, INSURE JOB SAFETY AND TO PREVENT DAMAGE TO AND CREEP DEFLECTION OF THE STRUCTURE. THE FOLLOWING ARE MINIMUM GUIDELINES FOR THE REMOVAL OF HORIZONTAL FORMWORK: a. FOR BALCONIES, FORMS MAY BE REMOVED 72 HOURS AFTER COMPLETING CONCRETE POUR PROVIDED CONCRETE STRENGTH IS 709 OF THE SPECIFIED 28 DAY STRENGTH BUT NOT LESS THAN 2500 PSI. RESHORE EACH BAY AS SOON AS FORMS ARE REMOVED. 6. DO NOT REMOVE SHORING UNTIL CONCRETE HAS REACHED AT LEAST 707 OF THE SPECIFIED 28 DAY STRENGTH, BUT NOT LESS THAN 3000 PSI. AS A MINIMUM, SHORING AND RESHORING SHALL REMAIN IN PLACE AS FOLLOWS: (TIME MEASURED FROM COMPLETION OF CONCRETE POUR).TIME SHOWN AS SHORING/RE—SHORING. a. SLABS, 72 HOURS/14 DAYS b. BEAMS: 7 DAYS / 14 DAYS 7. DO NOT MAKE UNAUTHORIZED CHANGES OR SUBSTITUTION OF EQUIPMENT. 8. PROVIDE GUARDRAIL SYSTEMS ON ALL OPEN SIDES AND OPENINGS IN FORMWORK AND SLABS. 9. PROVIDE AND MAINTAIN ADEQUATE SUPPORT TO PROPERLY DISTRIBUTE SHORING LOADS. 10. ALL BASE PLATES, SHORE HEADS, EXTENSION DEVICES, AND ADJUSTMENT SCREWS SHALL BE IN FIRM CONTACT, AND SECURED WHEN NECESSARY, WITH THE FOUNDATION AND THE FORM. 11. THE SHORING AND RESHORING IS TO BE INSPECTED DAILY BY THE CONTRACTING OFFICER. 12. ADJUSTMENT OF SHORING OR POST SHORES TO RAISE FORMWORK SHALL NOT BE MADE ONCE CONCRETE POUR BEGINS. 13. MAINTAIN AT ALL TIMES THREE FLOORS SHORED UNDER ELEVATED SLABS ABOVE FOURTH FLOOR. yRODOLF VI 1 FL P.E. 100 31)% 0 8 2016 TREASURE tB3s-zoTH STReEr Joe No. 15-320 BUILDING3: �,�� VEROBEACH,FL32980 DESIGNED T.S. COVE DUNES PH.("2)56e 035 DRAWN AE.R. INSPECTION ENGINEERINGV F (7n)2T�52T CONCRETE REPAIR CMECMEO R.V. 410E N.E. DETAILS NOIA e0 WLLM92AR h A40 AU NOBOUINE R - PH (321) 2 1510 DATE 3 18 2015 FT. PIERCE. FL CONSOLING EMGWm G a W28 R. PRJtCE R- PR m2) ,SAS SHEET 28 OF 29 DECK OVERLAY SCALING / SLAB PITCH CORRECTION EXISTING COND17IONS MODERATE SCALING STEP i MECHANICALLY ABRADE THE CONCRETE SURFACE TO SOUND CONCRETE AND TO ACHIEVE A UNIFORM DEPTH. STEP 2 COAT EXPOSED SURFACE COATED WITH BONDING AND AN71CORROSION AGENT. STEP 3 — FILL EXCAVATED AREA WITH REPAIR MORTAR. STEP 4 PROTECT SURFACE W17H APPROPRIATE COATING. NOTES: 1. SPALL/SCALING UP TO 1/4" (7mm) IN DEPTH WITH MINOR AGGREGATE LOOSE, BUT NO EXPOSURE TO REBARS. 2. AN EXPOSED AGGREGATE PROFILE OF +/- 1/8"(3mm) IS REQUIRED IN ORDER TO OBTAIN A GOOD MECHANICAL BOND TO THE SUBSTRATE. PRESSURE WASH AFTER EXCAVA77ON TO REMOVE DUST, LAITANCE AND OTHER BOND INHIBITING MATERIALS, SSD SUBSTRATE. J. APPLY A 20 MIL. COATING OF BONDING AND AN71-CORROSION AGENT ONTO THE SSD SURFACE TO INSURE PROPER BOND OF REPAIR MATERIAL. 4. FILL AND SCREED EXCAVATED AREA WITH THE APPROPRIATE REPAIR MORTAR, CONSOLIDATE FINISH AND CURE AS REQUIRED. r 0 W 1 Q) n -RODO 0 IL LA I - R_ ' FL P. .E1000: �. TREASURE COVE DUNES CONCRETE REPAIR 4100 N.E. FT. PIERCE. FL BUILDING 3. INSPECTION DETAILS '= MBV ENGINEERING,INC um 8D NW1 w a mn M6 B WO WO G OR28 Ta3s-zoTH srr Er V RO BEACH, FL 32960 PH. (772)568-0035' •.,, FX(772)7763617 YB6WPolE, R - R1 (321) 2 1$10 R. A9 R - RI (M) 160-9333 J0627 d5=3200 OE31GNlD'i , T S•' `�' ppgµM A.E.R. CHECKED R.V. DATE 3 1B 2015 SHEET 29 OF 29