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SPECIAL INSPECTION PLAN
/- . Special Inspection Plan for Balcony Repairs — Treasure Cove Dunes at 4100 North Al -A, Building 4 Fort Pierce, FL 34949 J('Hgry St CUCecOgntv �-i RPM Own Prepared By: I: M BV ENGINEERING, INC. MOIA BOWLES VILLAMIZAR & ASSOCIATES CIVIL • STRUCTURAL • SURVEYING • ENVIRONMENTAL 1835 20th Street • Vero Beach, FL 32960 772.569.0035 0 Fax: 772.778.3617 www.mbvengcom CA 113728 Engineers Project Number: 15-320 \����►►I I I I III���i SE =0: FL PE# 61000 y' VFESS%L)1 . I� PFMW�LE COPY SPECIAL INSPECTION PLAN SCOPE OF WORK The Special Inspector shall observe that the work is executed in substantial accordance with the permitted Official Contract Documents. The Office Contract Documents are defined as the permitted plans, recorded addenda, and the Specifications with all amendments thereto, including the special Inspector Plan. I. DUTIES The Special Inspector shall maintain a record of the progress, working conditions, observations given to the Contractor and suspected deviations from the Office Contract Documents. The reports shall be in writing and shall be made out promptly at the end of the period covered. The Special Inspector shall furnish these reports directly to the building official, engineer of record, and others as required. The reports may consist of any or all of the following: a. Describe inspections and tests made with applicable locations b. Indicate how non -conforming items were resolved C. List unresolved items, parties notified, and method of notification d. Itemize changed authorized by design professional in charge, if not included in non -conforming items. II. REPORTING INFORMATION & OBSERVATIONS It is the duty of the Special Inspector to notify the Contractor, Building Official, Architect/Engineer of Record and the owner, if the following events occur: a. The use of materials, equipment, or workmanship which do not conform to the Official Contract Documents or which may cause improper construction which is not acceptable. b. Work which is not being done in accordance with the approved Official Contract Documents. C. Faulty construction or construction performed without inspection and not capable of being inspected or tested in place. d. The request for interpretation from the Engineer of Record as required to clarify the Construction Documents. e. Observe that shoring and reshoring has been installed in accordance with the Shoring/Reshoring Plans as submitted to the Building Department by the Contractor. Such concrete or structural element which is dependent on the shoring installed. f. The Special inspector will verify proper placement of all concrete and reinforcement installation. FLE C III. REQUIREMENTS OF THE OWNER a. The owner shall arrange for necessary construction documents to be furnished to the Special inspector during the progress of the work in a timely manner. Such records shall consist of, but may not be limited to: concrete cylinder test reports, soil density test records, mill records, shop drawings, pile driving logs, etc. b. The owner shall insure that the Contractor provide a shoring and reshoring plan to the Building Department which is signed and sealed by an Engineer registered in the State of Florida. Such registered engineer may represent the form supplier. IV. RESPONSIBILITY The Special Inspector does not surrogate the Building Official's or the Engineer of Record's responsibilities. Further, it is not intended that the contractor's contractual of statutory obligations are any way relieved or foregone by the presence of the Special Inspector. The Contractor has the sole responsibility for any deviations from the official Contract Documents. The Special Inspector will not replace the quality control personnel of the Contractor. All inspections will be in accordance with the provisions of the Special Inspector Law. V. LIMITATIONS Unless otherwise provided in written requests, this Contact limits the Special Inspector to provide services only with regard to the structural frame of the building including foundation, primary and secondary framing systems, and all other items included in the Inspection Plan. This Contract does not include inspection of any safety provisions as required by OSHA or other safety standards which apply during the construction period. Nor does it apply to elements such as metal or wooden balcony railings, fire protections, curtain walls, mechanical/electrical systems. Architectural components, site work or other elements not contributing to the capacity of the structural building frame. THRESHOLD INSPECTION PLAN A. The following is a description of the structural system employed for this project: Structure: reinforced concrete flat slabs with post tension cables. B. Construction shall conform to the Permitted Documents as submitted to the Building Department. C. Approved Permit Drawings, the applicable Specifications and approved Drawings submitted by MBV Engineering Inc. shall govern the requirements of this work. D. Reinforced Concrete: LE COPY I. Concrete Quality Verify that individual batch tickets indicate delivery of the approved mix as specified. Verify time limits of mixing, total water added, and property consistency and workability for placement. Determine the required type, quantity and frequency of tests to be performed on fresh and hardened concrete. Observe sampling of concrete, field testing of fresh concrete and making of test specimens. Provide or arrange for proper specimen identification, site storage and protection, and transportation to the testing laboratory. Provide or arrange for communication of field testing results to the registered design professional in responsible charge and to the building official. 2. Reinforcement Verify that reinforcing steels are of the type, grade and size specified and are in conformance with acceptable quality standards. Ensure that reinforcing steel is free of oil, dirt and rust and that steel is properly coated and/or sheathed as specified. Verify that reinforcing steels are located within acceptable tolerances and are adequately supported and secured to prevent displacement during concrete placement. Verify that minimum concrete cover is provided. Verify that placement of reinforcing steel (or ducts) complies with required spacing, profile and quantity requirements, as indicated by both the approved plans and installation drawings. Verify that hooks, bends, ties, stirrups and supplemental reinforcement are fabricated and placed as specified. Verify that required lap lengths, stagger and offsets are provided. Verify proper installation of approved mechanical connections per the manufacturer's instructions and/or evaluation reports. 3. Concrete Placement, Protection and Curing Verify acceptable condition of the place of deposit before the concrete is placed. Verify the methods of conveying and depositing concrete avoid contamination and segregation of the mix. Verify that concrete is being properly consolidated during placement. Verify that concrete is protected from temperature extremes, and determine that proper curing is initiated. 4. Post Tension Cable Repairs Reinforcement Verify that reinforcing steel and tendons are of type, grade and size specified and are in conformance with acceptable quality standards. Verify that the reinforcing steel and tendon system are fabricated in conformance with acceptable quality standards. Verify that the condition of tendons at the time of concrete placement are free of oil, dirt and excessive rust, and are properly coated and/or sheathed as specified. Verify that reinforcing steel and tendons are located within specified tolerances, and are adequately E. Other Miscellaneous Inspections supported and secured to prevent displacement during concrete placement. Verify that minimum concrete cover is provided. Verify that placement of reinforcing steel and tendons (or ducts) comply with spacing, profile and quantity requirements, as indicated by the existing conditions, installation drawings and approved plans. Verify that hooks, bends, ties, stirrups and supplemental reinforcement are fabricated and placed as specified. Verify that required lap lengths, stagger and offsets are provided. Verify proper installation of approved mechanical connections per the manufacturer's instructions and/or evaluation reports. Verify that welds have been inspected and approved as specified. Verify that prestressed anchors are fabricated and installed as specified. Prestressing and Grouting Verify that the required concrete strength has been attained prior to transferring prestressing forces. Verify proper equipment calibration. Verify that proper stressing (or tensioning) sequences are used, proper jacking forces are applied, and acceptable elongations are attained and recorded. Verify that tendons and anchorages are properly sealed or otherwise protected as specified. Verify that ducts including inlets and outlets are of the required size, are mortar -light and are located correctly. Verify that proper grout materials, strength and grouting pressures are used as specified. HLh UUPY 1. Inspect for any holes drilled in slabs, walls, columns, or any other structural component without prior approval. 2. Check for any exposed reinforcing steel bars at face of reinforced concrete member. 3. Maintain a correction list indicating the areas where discrepancies were noted and status of repair. 4. Send a copy of the daily inspection report to Building Department, Owner, General Contractor, and others, as requested by the owner. 5. Visually inspect all concrete surfaces for any cracks. Notify the Engineer of Record immediately if any cracks are found. F. Submission: 1. General: Various submissions to the Threshold Inspector will be required. All submissions shall be reviewed by the Contractor and the Engineer of Record prior to transmittals to the Threshold Inspector. Submit one copy for this record and review. Review of submissions by the Threshold Inspector. Submit one copy for his records and review. Review of submissions by the Threshold Inspector does not relieve the Contractor of the Subcontractors of their obligations for performance. The intent of the review of these submissions is to confirm that off -site fabricated components comply with the Approved Permit Documents. 2. Items required for the Threshold Inspector: The Threshold Inspector shall be provided with copies of all correspondence related to the construction of the project, all shop drawings, all deviations from the contract documents, all test reports, a full set of the Contract Documents, and any other items he may deem necessary to perform his duties. r'~ 4100 N. Highway AIA, Suite 345, Fort Pierce, FL 34949-8346 October 13, 2016 I'Ar. Joe Cicio, Plan Reviewer St. Lucie County Building Dept, F LE COPY 2300 Virginia Avenue Fort :Pierce, FL 34982 Subject: Treasure Cove Dunes - 4100 N. AI A, Building 4 Building Permit Number: 1606-0392 St. Lucie County, Florida Engineer's Project Number: 15-320 Dear Air. Cicio: This letter shall serve as notification that MBV Engineering, Inc. has been retained to perform the special inspections for the concrete balcony repairs at the subject project and will also prepare the final, reports for the subject project, Should you have ally questions regarding the above subject, please do not hesitate to contact our orrice. J: Ve i uly yo s, Michael Veber, Boar President Treasure Cove Dunes Condominiums Association, Inc. cc: Danielo & Associates The foregoing instrument was acknowledged before me this -a day of aC 2016, by Li I C1'1 Od �'V OA� r' —,who is personally imoivu to me or produced _ as identification. NOTARY PUBLIC SIGNED_ seal CO141MSION�#: f1- r7rlru„� bpi°% "ys JEWCANAWMs to +: MYCOMMISSION#FF160M . PIKE :October tober22� 2018 eoM LICENSURE INFORMATION S rat rich -� Mti /uI; �ngine�enrig, lnc � F B P E �Ty A as ��(�T�y�'}-���� is authorized under the provisiQs oa�S`e aon 471A23 _l 1 ' dalS atut s, to offer engineering services to the public through a Professio al Ecgtneer, duly.licanse'dypdeapter 471, Florida Statutes. Expiration: 2/28/2017n�, �c��"<?ti}.�, g)�'~ CA Lic. No: Audit No: 228201700570 ��' r 3728 Stat rich Boa rdJot�Professio-;na]=Effg in eers Rodolfq"VtLlamiiar ,YP' E� &FBPE I,oxinNw"011 Is licensed as a Professional<Englife6r Under,,Gaha ter 471, Florida Statutes d,r„ r;., .... c Expiration: 212812017 ,}3 P.E. / SI Lic. No: Audit No: 228201706612 SI �� 61000 7021620 SPECIA NSPECTOR r ®�rida Boaresstorial'rrfneers T►�'>rencelEtters Sck�htt-- 3P � .FQPE f�-rQ�+'nQ •. �rii'ivry °fi<arius Is licensed as a Professional Engtneeun�de1G�ia - er 471, Florida Statutes Expiration: `r' ,_.-:'- '�N P.E. Lic No: Audit No: 228201735973 I 81238 STRUCTURAL -GENERAL NOTES DESIGN CRITERIA AND LOADS. 1. WIND DESIGN., WIND SPEED (MPH) RISKCATEGORY all V(ADJ)=124 V(ULT)=160 �iJ OCT 9 8 2016 EXPOSURE CATEGORY D PERrv71TT7NCT ENCLOSURE CLASSIFICATION ENCLOSED St. Lucie County 1=L INTERNAL PRESSURE COEFFICIENT CPI =+/- 0.18 TOPOGRAPHIC FACTOR KZT =1.0 2. LOADS ON THE STRUCTURE DURING CONSTRUCTION SHALL NOT EXCEED THE DESIGN LOADS AS NOTED IN DESIGN CRITERIA & LOADS BELOW OR THE CAPACITY OF PARTIALLY COMPLETED CONSTRUCTION AS DETERMINED BY THE CONTRACTOR'S SSE FOR BRACINGISHORING. GENERAL REQUIREMENTS 1. THE DESIGNAND CONSTRUCTION OF THIS PROJECT IS GOVERNED BY THE"FLORIDA BUILDING CODE (FBC)', 5th EDITION, HEREAFTER REFERRED TO AS THE FED, AS ADOPTED AND MODIFIED BY THEAUTHORITYHAVING JURISDICTION (AHJ). 2. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DETAILS ANDACCURACY OF THE WORK WITH ENGINEER AND OTHER TRADES; FOR CONFIRMINGAND CORRELATING ALL QUANTITIES AND DIMENSIONS; FOR SELECTING FABRICATION PROCESSES; FOR TECHNIQUES OFASSEMBLY,� AND FOR PERFORMING WORK INA SAFEAND SECURE MANNER. 3. THE STRUCTURAL DRA WINGS ARE 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 WRHAPPLICABLE 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 VERIFY ALL 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 STRENGTHAND 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 NOT LOAD STRUCTURES, NEW OR EXISTING, WITH WEIGHT THAT WILL ENDANGER STRUCTURE. ITIS 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 CODE FIFTH EDITION. 2. 1 ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDEADEQUATE RESISTANCE TO THE WIND LOADS SPECIFIED IN SECTION 1609 IN THE FBC. POST -TENSION NOTES 1. ALL PROCEDURES SHALL BE IN CONFORMANCE WTHA.C.1. 318(LATEST EDITION) AND POST -TENSIONING INSTITUTE. 2. CABLE SHALL BE LOWRELAXATION UNBOUNDED 7 WIRE STRAND (1/2'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.1. 4. ALL INSERTS FOR SUSPENDED MECHANICAL ANDARCHITECTURAL WORK SHALL BE CAST IN PLACE WHENEVER FEASIBLE WHENADDITICNAL FASTENERS ARE REQUIRED, ONLY THOSE THATARE ANCHORED IN DRILLED HOLES AREPREFERRED, WITH THEAPPROVAL OF THE ENGINEER OF RECORD. 5. ANCHORAGE DETAILS AND CONCRETE STRESS REQUIRED ATSTRESSING SHALL BE PROVIDED BY POST -TENSIONING SUPPLIER 6. ALL BEAM TENDONSATANCHORAGE LOCATIONS SHALL BE PROTECTED INACCORDANCE WITHAC1318{LATEST EDITION) SECTION 18.14.3. SLAB TENDONS SHALL BE PROTECTED LIKEWISE WHERE NEWSLAS EDGESARE TO BE CAST. 7. PRE STRESSING WIRE OR STRAND SHALL BE CLEAN AND FREE FROM CORROSION. 8. ADEQUATE SUPPORT BARS AND CHAIRS SHALL BE FURNISHED TO ADEQUATELY HOLD THE TENDONS IN PLACE DURING THE CONCRETE PLACEMENT. 9. SHOP DRAWINGS SHOWING ALL DETAILS OF END ANCHORAGES, CONNECTION BLOCK OUTS OR HOLES, INSERTS, AND OTHER PRE STRESSING DETAILS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL BEFORE CONSTRUCTION. 10. TENSILE STRESS IN POST -TENSION TENDONS SHALL NOTEXCEED 0.70 FP.U. IMMEDIA TELY AFTER TENDON \�\���OD O - - - ANCHORAGE. INITIAL STRESS SHALL BE 0.80 F.P.U. PRIOR 70 ANCHORING CABLE. 11. RECORDS SHALL BE KEPT OFALL JACKING FORCES AND ELONGATIONS. PRIOR TO CUTTING OFANYP/T TEN ti TAILS, THE THRESHOLD INSPECTING ENGINEER AND THE P?DELEGATED ENGINEER SHALL ISSUEALETTER= �a O STATING THAT THE STRESSING WAS COMPLETED IN ACCORDANCE WITH THE PROJECT DOCUMENTS. _ O Q 12. P/TSUPPLIER TO PROVIDE RECENT CALIBRATION RECORDS OFALL STRESSING EQUIPMENT. _ -n , 13. POWER DRIVEN FASTENERS WILL BE PERMITTED WHERE IT CAN BE SHOWN THAT THE INSERTS WILL NOT SPAY. (TI ; T THE CONCRETE AND WHERE FASTENERS ARE LOCATED SO AS TO AVOID TENDONS. CONTRACTORMUSTLOWEtp �rc� TENDONS ON THE SURFACE OF THE SLAB. NOTIFYENGINEERIFOTHERWISE. / N /�i�/C'� R 60 O Vl >+r / 14. WELDING IN THE VICINITY OF STRANDS IS FORBIDDEN. �AD�- P-E• TREASURE COVE DUNES - BUILDING 4: �� ERO a� H, FL 32960 dGBNO, 15-320 DESIGNED T.S. BALCONY INSPECTION ._ PH, 7T8-361T DRAB AER. CONCRETE REPAIR ENGINEERING INC (772) DNBCNSD R.V. 4100 N. A1A REPAIRS mm D vi G� _ �D m n - M (NJ) � 1B10 DAM 3 16 2015 FT. PIERCE. FL WBSML G ERGBiFF G a /BMB 1T, p R, _ M =1 I44 cN=cr 1 DF 20 © RAIL Eel EDGE NT © SEALED REAR BALCONY © RAIL SCREEN BLDG. 4 UNIT NUMBER: 4ti 07/14/2015 INSPECTED ON: X BALCONY FINISH: TILE CARPET LEGEND: we., .,I 03 INTERIOR BALCONY ® A. HOLLOW TILE ON SURFACE 7 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 10 L.F. F. STUCCO S.F. \��\��11111////A/ OOOLFO G. COLUMN REPAIR \��\ C.F. ' " "C UPI. CABLE REPAIR \�Q EA, - y I. FLOOR PREPARATION S.F.: tea: o J. WATERPROOFING S.F= 0 �O N ® K. RUST SPOTS 2 E. A.- -n STq D �rUv� L. CRACKS UNDER SLAB L.F. iNN •,l0 WDOLF 104 ® M. RUST SPOTS BOTTOM E.q, :- ,o R/ FL-.,P N. WALL CRACK L.F. TREASURE COVE DUNES CONCRETE REPAIR 4100 N. AIA FT. PIERCE. FL BUILDING 4: BALCONY INSPECTION REPAIRS ' 183ERO -20T BEACH,FLDESIGNED in Fz:nizjiia3sii ENGINEERING, INC uou Dovnis MIMVv k n sx. F WWWN R. - PH (321) 25}1510 WNS TWG ENGINITHING G 03728 PL PI[gLE, R - PH (A2) 1 1-9W J08N0. 15-320 T.S. R.V. ru RAIL 01P 'o 0 �7N REAR BALCONY FILE COPY BLDG. 4 UNIT NUMBER: 412 INSPECTED ON: 07/14/2015 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 5 L.F. ® 6-SLAB SPALL UNDERNEATH S.F. E. CRACKS ON SLAB- GRAVITY FEED 3 L.F. F. STUCCO S.F. G. COLUMN REPAIR C. F. \\\\ �ODOLf / H. WALL REPAIR S.F. ��� •' �� �� © I. CABLE REPAIR EA. % J. WATERPROOFING S.F- O; �� ® K. RUST SPOTS E.A=m ST r\rUtin L. CRACKS UNDER SLAB L.F.' CP , ^ 9T ®M. RUST SPOTS BOTTOM E A �Ni'�O pFROFOLFO EMI R N. WALL CRACK L.F. �iO�L Rip P \ 1835 1dapIEI=�1\ Joe NO. 1s-320 TREASURE BUILDING 4. VERO BEACH, FL MO DESIGNED T.S. COVE DUNES ,= B PH. (T 2J 58&0035 ORnWN AE.R. CONCRETE REPAIR BALCONY INSPECTION Fxv�z)n8-36n DRAM R.V. 4100 N. A1A REPAIRS MMWGNMElI &aIs Rm NINE R-M(321)ss 1610 DAM 3/1a/2015 FT. PIERCE, FL CGNWLTMG ENGINEERING G 13728 FT, pI E, R - M (772) �8 SHEET 3 OF 20 yr � C lV J op RAIL n SHUTTERS REAR BALCONY BLDG. UNIT NUMBER: INSPECTED ON: mm teems I INTERIOR BALCONY FILE COPA4 413 07/14/2015 X TILE CARPET LEGEND: ® A. HOLLOW TILE ON SURFACE 9 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 30 L.F. ® D. SLAB SPALL UNDERNEATH S.F. CRACKS ON SLAB -GRAVITY FEED L.F. F. STUCCO S.F. \��� ODOLFO Q,•' G. COLUMN REPAIR C.F. �� H. WALL REPAIR S.F. *' © I. CABLE REPAIR EA. = a: 67 _ J. WATERPROOFING S.F,=0 ® K. RUST SPOTS E.A.%T 3TT L. CRACKS UNDER SLAB L.F. i �N ' �l F `. L�400 M. RUST SPOTS BOTTOM E.A. i� tn� IDAALF -' i ��/��v'q N. WALL CRACK L.F. TREASURE COVE DUNES CONCRETE REPAIR 4100 N. A1A FT. PIERCE, FL BUILDING 4. BALCONY INSPECTION REPAIRS _ V "S. BEACH, FL 32880 MBVtsas-2orH sr xEEr PH.(772) 588-0035 - FX.(772)]78-381r ENGINEERING, INC. XGa I mI,., & ASSCC NES MB RNE, n - PH (�,) ]SS -,SIG CGNSUMG 04GINBAINC G ISM B. MM R. - PH (772) 40-9055 a03 rvo. is-32D DESIGNED T.S. D_ AE.R. cHECHEo R.V. DAIS 3/18/2015 SHEET 4 OF 2D I RAIL © n 0 u TOP SURFACE REPAIRS UNKNOWN DUE TO INTERIOR BALCONY BEING INACCESSIBLE AT THE TIME OF INSPECTION. © SHUTTIERS REAR BALCONY INTERIOR BALCONY BLDG. 4 UE`C0wF`hY UNIT NUMBER: 421 INSPECTED ON: 07/14/2015 BALCONY FINISH: X TILE CARPET 4=W=121A] ® A. HOLLOW TILE ON SURFACE S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 25 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. CABLE REPAIR EA. J. WATERPROOFING S.F. ® K. RUST SPOTS E.A. L. CRACKS UNDER SLAB 40 L.F. NCR UST SPOTS BOTTOM E.A. N. WALL CRACK L.F. 0LF0 /V1 LICE'•. i G ; 70 =A; Y 0 S O'LF�'• ID 00 TREASURE COVE DUNES CONCRETE REPAIR 4100 N. A1A FT. PIERCE, FL BUILDING 4. BALCONY INSPECTION REPAIRS 1835-20TH STREET VER. BEACH, FL 32860 PH.(]]2)5600035 ,-1NEERING,INC. Pl11�1" 6" Y0a 13 ' hl .w a wSS AO 4 UHNE R - PH (up 253-1510 WNs MQ ENCINanIN° Ck #3728 R, pIEpCE, R _ PH (]12) �5g_Bp55 '08 NO. 15-320 DESIGNED T.S. DWWN AE.R. DRAMDRK MTS 3n8/2015 SHEET 5 OF 20 (p1 O RAIL © n Q Ee N REAR BALCONY p IN BLDG. 4 FILE C'Mr"hY UNIT NUMBER: 422 INSPECTED ON: 07/14/2M 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 25 L.F. ® D. SLAB SPALL UNDERNEATH 1 S.F. E. CRACKS ON SLAB -GRAVITY FEED 5 L.F. \'�\\\x�IIIIII//��7 F. STUCCO S.F. ��\�OQOLFO Vj�//, G. COLUMN REPAIR C.F. ��� Q,•IV H. WALL REPAIR S.F. © I. CABLE REPAIR EA._ V ; J. WATERPROOFING S.F_ ® K. RUST SPOTS E.A� -n'. Siq L. CRACKS UNDER SLAB 10 L.F. ��' ,( DO MI7� M. RUST SPOTS BOTTOM E A �j s'j' IDA FL:' DO N. WALL CRACK L.F. i��//�NQ' TREASURE BUILDING 4. 1835-20TH STREE JOBNO. 15-520 — VERO BEACH, FL 32980 DESIGNED COVE DUNES PH,(112)589-0035 DRAWN T,S. BALCONY INSPECTION �� FX.(112)11—.11 A.V. CONCRETE REPAIR ENGINEERING, INC CHECKED R.V. 4100 N. A1A REPAIRS NDIA BDWIF, MI RAR & , W!A,ES YD&MIflNE, R - PN (un 2` -,S,B DATE 311e�2u,s FT. PIERCE, FL CONSULTNG 0GINEORIND CA 037M H. RME R _ pry (n2) SHEET 6 OF 20 01 RAIL (p1 SHUTTERS © RAIL SCREEN x x O U NX REAR BALCONY INTERIOR BALCONY BLDG. 4 FILE UNIT NUMBER: 423 INSPECTED ON: LEGEND: 07/14/2015 X TILE CARPET ® A. HOLLOW TILE ON SURFACE 12 S.F. ® B—SLAB-SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 5 L.F. VA M� D. SLAB SPALL UNDERNEATH 2 S.F. \IIIIII/// E CRACKS STUCCO ON SLAB -GRAVITY FEED 15 S.F. OOLFO/�/ij�� . �•' LIC G. COLUMN REPAIR 6 C.F. �� *' UPI. H. WALL REPAIR CABLE REPAIR S.F.- 6 EA. _; J. WATERPROOFING S.F.0, ® K. RUST SPOTS E.q.�-n , ST,q t� %% F L. CRACKS UNDER SLAB L.F. ��S�.eO OKODOL MIZ, M. RUST SPOTS BOTTOM E.A. ij O ---FL' 1000 N. WALL CRACK L.F. ///q /EI ���W /I TREASURE COVE DUNES CONCRETE REPAIR 4100 N. AtA FT. PIERCE. FL BUILDING 4: BALCONY INSPECTION REPAIRS IN M VERo a�°� ,, FXL32800 BV PH. .(]]2)T]0381T ENGINEERING ING NON BOYAES V�� & �WB m 4E�`BtwE n - N (321) 20-1510 CONSBLTNC p1GINFEAMG G /a)2B Ff. Pms R - PH (m) Ise-eoss JOBNO. 15-320 OESIGNEO T.S. BRAS AE.R. BHEcxEo R.v. BATE 3/1 e�20,5 SHEET 7 OF 20 n O RAIL O FQ m NJ 9 REAR BALCONY ECPY BLDG. q O F I L UNIT NUMBER: 432 INSPECTED ON: 07/14/2015 BALCONY FINISH: X TILE CARPET LEGEND: ® A. HOLLOW TILE ON SURFACE 2 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR 14 S.F. ® C. SLAB SPALL EDGE REPAIR 15 L.F. ® D. SLAB SPALL UNDERNEATH S.F. E. CRACKS ON SLAB -GRAVITY FEED L.F. IIIII//�� STUCCO \�%\\IIF. C.F:,,,�QpO `FO G. COLUMN REPAIR - H. WALL REPAIR S.F� * S • ?��_ © I. CABLE REPAIR EAR No B 0 J. WATERPROOFING S E 0 ® K. RUST SPOTS * "" E.- .1 1, ST •L. T CRACKS R SLAB 30 L* '5'0. ;X OROFC4F ® M. RUST SPOTSBOTTOM E.A. - tj+0 RI A . 1 00' N. WALL CRACK LF. �/O�'qL -.-_ `77,1C It to TREASURE COVE DUNES CONCRETE REPAIR 410E N. E, FT. PIERCE, FL BUILDING 4: BALCONY INSPECTION REPAIRS 1835-20TH STREET VERO BEACH, FL 3298E ':MBV PH. (772)589- ENGINEERING INC FX.(TT2) 1T8-3811 mom BOMES vL�2� & ASSOC T NfI8 MY R. - RR (321) 2 1510 CON5UL1M8 ENGINEERING G 13728 p. PEA, f — RR (m) 40-_ d08 rvo 15-320 OESiGNEO T.S. -RAM A.E.R. crvECNEo R.V. SATE 3/18/2015 EEC 8 OF 20 C m u np - PRAIL " I p RAIL O SCREEN P REAR BALCONY INTERIOR BALCONY BLDG. 4 FILE UNIT NUMBER: 433 INSPECTED ON: BALCONY FINISH: 07/14/2015 X TILE CARPET LEGEND: ® A. HOLLOW TILE ON SURFACE 22 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 5 L.F. ® D. SLAB SPALL UNDERNEATH 19 S.F. N E. CRACKS ON SLAB -GRAVITY FEED L.F. F. STUCCO S.F. �\\\\IIIIIIIJJ�/ ��� 0\,F0 G. COLUMN REPAIR C.F. ��� Off• ...... H. WALL REPAIR S.F. � �• UPI. CABLE REPAIR EA. *' o. J. WATERPROOFING S.F. _Z _� =;a ® K. RUST SPOTS E.A. — O; g L. CRACKS UNDER SLAB 15 L.F. �'• r ATFt�d�DLF M. RUST SPOTS BOTTOM 1 E.A. , �i�ss' RIDFPI P. N. WALL CRACK L.F. 7 TREASURE COVE DUNES CONCRETE REPAIR 4'I00 N. A1A FT. PIERCE. FL BUILDING 4: BALCONY INSPECTION REPAIRS 1636-20 H.FL3ET VERO (772) 5-032960 ,- BV FX. 772)]]6-361] ENGINEERING,INC GG'^ B ES mt a lm s ASSMArt u0eGunNE a - PN (321) 2 1510 CGNSIRTWG MINEWNC G #Ra IT. PIpyLE, a - N (/12) 168-91Ya5 JG9NO. 15-320 T.S. DRAMDESI�EG CRAB kER cnecNEOR.v. RX. GATE 3/18/2015 SHEET 9 OF 20 COLUMN DELAMINATIONS REPAIR REPAIR PROCEDURE: CONDITIONS 1. SHORE STRUCTURE TO RELIEVE LOAD FROM COLUMN 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 HIDROBLAST THE EXPOSED CONCRETE AND REBAR TO REMOVE DUST, LAITANCE AND OTHER UND BOND INHIBITING MATERIALS AVOID DAMAGING OR F SPALL CUTTING EXISTING REINFORCEMENT. 6. INSERT NEW BARS OF EQUAL DIAMETER NEXT TO THOSE THAT HAVE DETERIORATED BY MORE THAN 15i TE OUT TO ALL NEW STEEL SHALL BE ASTM A-615 GRADE 60. RE TE AND LAP SPLICES SHALL BE IN ACCORDANCE WITH ACI 318. TO PRODUCE AL FINISH. Z COAT ALL NEW AND EXISTING REBAR WITH TWO 10 MILS OF EPDXY, POLYMER CEMENT SLURRY OR A ZINC -RICH COATING FOR CORROSION PROTECTION. INSTALLA77ON SHALL BE DONE FOLLOWING THE MANUFACTURER SPECIFICATIONS. 8. THE BONDING AGENT SHALL BE INSTALLED AS DESCRIBED IN THE MANUFACTURER SPECIRCA71ONS TO SSD CONCRETE SURFACE ACES 9. FILL THE EXCAVATION WITH REPAIR MORTAR OR READY MIX CONCRETE PLACED AS DESCRIBED IN THE ENT. 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 APPLICA71ON. PREPARED AREA 12,PROWDE THE ARCHITECTURAL FINISH AS REQUIRED BY I REPAIR MORTAR THE OWNER. 13.FOR MATERIAL SELEC7p1�Q \KPH' ��QQC' ROPk{2TIES, EP 4 MIXING, APPLICATION )4jJD G'IN AT/0� RE TO APPROPRIATE 1Li •'4 C 'CT SURFACE WITH SPECIFICATIONS FI�1N Q'; • �, i� )PRIATE COATING MANUFACTURER. = * : No 61 E i c ^ Op� (O RODOl 0' IDA•6t 1 TREASURE COVE DUNES CONCRETE REPAIR 4100 N. A'IA FT. PIERCE, FL BUILDING 4: INSPECTION DETAILS T635-20TH STREET VEPH.(E2CH FL 9-00356D ,= B PH. (T 2)56&OD36 ENGINEERING ING FX(772)T]8-36t1 MGu NOAUS VD VH A / M5 TES MDDJIIRNF R - M (321) 2 1510 CONSMMO ENGINEERWG G J3730 R. PIERCE, R - M (772) 4SS-9055 JOB NO. 15-320 DEBIDNFD T.S. DRAWN A.E.R. CHECKED R.V. DATE , 18 2015 SHEET 10 OF 20 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 ANDIOR 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. \� O,• L(C Ns , �i * ; No, 610 0 y T STATE Pf D 3(IID ORI EL 6,`{j 1000 11s1oAIA L iW� r4 - / ( o TREASURE COVE DUNES CONCRETE REPAIR aloE N. A1A - FT. PIERCE, FL BUILDING 4. INSPECTION DETAILS — ,� ENGINEERING,ING MOA 90W NW jm Y gSOC iR CONSMMO ENGINEERING CA /372D 1R35-20TH S REET VERO BEACH, FL 32000 PH. (lT2)589-0035 Fx.(]]z)n8-aetl MgB W, R - PH (321) 2s 151D R, P R M - pN z -S (n) �sHEEi 103 NO 15-320 DESIGNED T.S. OwMm A.E.R. CHECKED R,V. DATE 3 1a 2015 11 OF 20 EXPOSING AND UNDERCUTTING OF REINFORCING STEEL Ala CN . 0. w 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 Z 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 TYING TO OTHER SECURED BARS OR BY OTHER APPROVED METHODS. TREASURE BUILDING 4. _ MBV1835-20TH STREET VERO BEACH, FL 3288O doe No. 15-320 OESICilEO T.S. COVE DUNES �� PH. (TT2)56&0035 DRAM aE.R. CONCRETE REPAIR INSPECTION ENGINEERING INCDAM410E FX.(772)JTB-36'I� CHECKED R.V. N. A'IA DETAILS n MOA la�AMG R. - px w 3/18/2015 FT. PIERCE, FL GINOMN�lw M 13728 CONSULIWC ENGINEFWNC G /3)38 91 R, pIFFCF. R- PN (]l3) iW-91x5 ff. POM. M) 20 SXEET 12 OF 2O SH, -ti CLEANING AND REPAIR OF REINFORCING STEEL [�L��/.IJ/N�Z�I.y:111.�1YN:7NhYej.]I tip ALL HEAVY CORROSION AND SCALE SHOULD BE REMOVER FROM THE BAR AS NECESSARY TO PROMOTE MAXIMUM BOND OF REPLACEMENT MATERIAL OIL FREE ABRA57VE 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. STEEL ABRASI,GE PATH CLEANING BACKSIDE OF CORRODED BARS REPAIR OF REINFORCING STEEL DUE TO LOSS OF SECTION IF REINFORCING STEEL HAS LOST SIGNIFlCANT 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. w TREASURE COVE DUNES CONCRETE REPAIR 410E N.E, FT. PIERCE, FL BUILDING 4. INSPECTION DETAILS '=1 BV ENGINEERING, INC MOR BOWIES 11LLAMIw k n smmt CONSNME ENGINEERING CA inn 1835-20THSTREET VER0 BEACH, FL 32880 PH. (772)58&0035 FX.(772)77...1] IJSMJM[ R - N (531) 2 151u R. RM14 n - RM (Ire) yea- JOBNO. 15-320 DES�ONED T.S. .— AE.R. CHECKED R.V. mm 3/18/2015 SHEET 13 OF 20 SLAB WATER PROOFING L u� E C " FT ADDITIONAL TOP COATS TOP COAT WITH AGGREGATE TO REFUSAL BACKROLLED 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. 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. TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH FS553 AND F3633. OLF O 6100 ;� •� �' T TATF F , � �` i� S . !O RODE LLAMI: i dS RICA •.�F lG 61000 TREASURE p BUILDING 4. - B 1835-20TH STREET VER. BEACH, FL 32D60 JOB No. 15-320 DESICvYED T.5. COVE DUNES INSPECTION ,� PH- ]T2)5690035 FX.(772))]8-381] DR WN p,E.R. CONCRETE REPAIR ENGINEERING,INC CHECNED R.V. 4100 N. A1A DETAILS mom eavnes vluAuvAR s wssaurEs YEIBWFNE, R. _ pH (}y„ 2E3_15,G DATE 3/18/2015 FT. PIERCE, FE. WNSIXnNG ENGINEERING G PW28 IT. PME, R - PH (m) 1G8-96S5 SHEET 14 OF 20 L^ SLAB FULL DEPTH REPAIR 10, :e m 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. EXISIMG CONDITIONS J. 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 07HER 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 159 ALL NEW STEEL SHALL BE ASTM A-615 GRADE 60. LAP SPLICES SHALL BE IN ACCORDANCE WITH ACI 318. STEP 2 Z COAT ALL NEW AND EXIS71NG REBAR WITH TWO 10 COAT EXPOSED SURFACES MILS OF EPDXY, POLYMER CEMENT SLURRY OR A ZINC —RICH COATING FOR CORROSION PROTECTION. 917H APPROVED BONDING INSTALLA71ON SHALL BE DONE FOLLOWING THE AND ANTI —CORROSION MANUFACTURER SPECIFICATIONS. AGENT. 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 W17H 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. PROTECT SURFACE WITH APPROPRIATE COATING. 11. FINISH SURFACE TO TEXTURE AND SMOOTHNESS REQUIRED FOR THE SPECIFIC APPLICATION. ' 12. UPON COMPLETION OF Fl ;tjwdIdIPrg�1 DNS, ALLOW MATERIAL TO ����RFA.�G WITH MANUFACTURERS' AAONS/ze�, 13. PROVIDE THE ARVIVIlEpTURA� - FINISH AS REQ6AR BY 6T N THE OWNER. _ � 0 p _ ��•,�lrq L OF kpz,, °R DRR4o6 izZqP, L 100o/ 14 —/ La TREASURE COVE DUNES CONCRETE REPAIR 4100 N. A1A FT. PIERCE, FL BUILDING 4. INSPECTION DETAILS VERO;=.FL a2D60 MBV1935-zone sTR.E '= PH. (772) 569 0035 ENGINEERING,INC Fx.(n2)]]b-ae1] MOA � NDANI2Nt & A55"C YpaDU R - FH (121) 2V-151D WNSDLIING WSw[mlrvc t 03728 R. PIIX a - I (n2)Asa-S655 JOSNO. 15-320 DESIGNED T.S. A.E.R. CHECKED RX. JDRAWN DATE 3/18/2015 SHEET 15 OF 20 c EDGE AND SURFACE CONDITIONING OF CONCRETE F� Lot BOUNDARY OF LOOSE AND RECOMMENDED DELAMINATED CONCRETE LAYOUT ° ° a, a EDGE AND SURFACE CONDITIONING OF CONCRETE 1. THESE DETAILS ARE APPLICABLE TO HORIZONTAL, VERTICAL, AND OVERHEAD LOCATIONS. THEY ARE ALSO APPLICABLE TO REMOVAL BYHYDRO—DEMOLRION, 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 CONFIGURA77ONS 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 DEUNINA77ONS ARE NOT PRESENT. Z IF HYDRODEMOLIBON IS USED, CEMENT AND PARTICULATE SLURRY MUST BE REMOVED FROM PREPARED SURFACES BEF0REIS40lRRYI HARDEN: I C a d \\N\\\Q��OOL °e LJ �O •• ST RODOL I MI R �N •. �YOAT Op FL. .E 00 TREASURE BUILDING 4: �'�D" 1B33! r \\\jl0BN0- V Ro m [���'Su 15-320 oESIGNEG T.S. COVE DUNES INSPECTION '� p Y PH. (772) 569-0035 FX.(772)]J8-361] DRAM AE.R. CHECKED RN. CONCRETE REPAIR ENGINEERING, INC DATE 3/18/2015 4100 N. A1A FT. PIERCE, FL DETAILS MOA BOYM1FS YiiLV h ASSXAN CONSUMG ENGINEERING G 03728 Yp80WM[ R - W (321) M-1510 FL PlFR R - N M2) 188-8 SHEET 16 OF 20 FLE COPY LEGEND: O 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 CUMULATNE 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 60Z 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 707 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 HOURS114 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 A�y�I�/I OL�U'�HV7 R. rt; A/o 6 00 ST,aT ; i to A, GROD •FQ' I eoRI A F. 1000 p JOD NO 15-320 TREASURE BUILDING 4.IMBV VERO REACH, FL3260 DEMMED T.S COVE DUNES INSPECTION �� PH. 2 5690035 D�M CONCRETE REPAIR Px. (�2) 7/3-3612 CHECK A.E.R. ENGINEERING, INC CHECKED R.v. 4100 N. A1A DETAILS NON EDx cs m�3 k �o<W MD fW R - FN (321) 233-1510 DATE 3/18/2015 FT. PIERCE. FL CONS MG ENCINEEAING G #3729 R. p� R - FR (P2) 40-9055 SHEET 17 OF 20 DECK OVERLAY SCALING / SLAB PITCH CORRECTION EXIS71NG CONDITIONS MODERATE SCALING STEP 1 MECHANICALLY ABRADE THE CONCRETE SURFACE TO SOUND CONCRETE AND TO ACHIEVE A UNIFORM DEPTH. 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 EXCAVA71ON TO REMOVE DUST, LAITANCE AND OTHER BOND INHIBITING MATERIALS, SSD SUBSTRATE 3. APPLY A 20 MIL. COATING OF BONDING AND ANR-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. STEP 2 COAT EXPOSED SURFACE COATED WITH BONDING AND ANTICORROSION AGENT. F I LE u"'O P STEP 3 - FILL EXCAVATED AREA WITH REPAIR MORTAR. STEP 4 PROTECT SURFACE WITH VAA11111111/� APPROPRIATE COATING. 610 , ,J'•:.:�...,.� F _ %��• STATE i �LOR1t IL Mil E. 6 00 //F`SSIONA 0TIJIIIIII TREASURE BUILDING 4: 1835-20TR STREET V RO BF CH• FL 32990 320 DES CNE0 T.S. COVE DUNES CONCRETE REPAIR REPAIR 10MBV Fx:(7izj 778Z i ENGINEERING,INC. 9Rnvm AE.R. CHECKED R.V. OATS 3/18 2015 4100 N. A1A FT. PIERCE, FL DETAILS MCA E MLUNZ g ASSO W 483088NE R. - PH (321) 2 1518 WNSIILMNG MGINUMNB CA 13728 R. PlR {L - N (TM) I -gM SHEET 18 OF 20 p 2x WALL FRAMING AT 24" O.C. MAX. 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/ 1" END LAP, Y2" EDGE LAP. FASTEN W/ THEN J" STUCCO 1i" ROOFING NAILS TO STUDS ® 6" O.C. AT ALL SUPPORTS v 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 it NUMBERS INDICATE PROTECTO WRAP BT20XL 4" WIDE TO NOTE OE OF INSTALLATION EXTEND 2" ON EACH SIDE OF JOINT STUCCO DETAIL AT EDGE SCALE. 3/4" = 1'—O" 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 MTH WIDE FLANGE AT BOTTOM OF WALL, LAP VAPOR BARRIERS. O I V 1 `C� Xr \ OQ' \ G E S No.6, 00 STATE FRO , cLORI P,.f 10-NA E U TREASURE COVE DUNES CONCRETE REPAIR 410E N,E. FT. PIERCE. FL BUILDING REPAIR DETAILS Teas-20h15TREET IN BlEACH. L32960 PH. (772)S58A035 Fx. pvz)ne-3en ENGINEERING,INC MON LENG YiWHILR & / M03 TES YF1D'J R. - PH (131)'[:J91 CON5141WC DiGINEFRINC G �]T23 {T, pIEgF. iL - PH (A2) IGP 9055OF 20 . FSHEET7 8 201$ 20 AT EXTENTS OF REPAIR, ADD 2x4 TO EXIS77NG TRUSS W/12d's ® 4" O.C. AT BOTTOM CHORD WITH EXPANSION JOINT IN STUCCO. (E) FASCIA TO REMAIN- PRE-ENGR'D WOOD TRUSSES 0 2'-O" 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. ® 4" O.C. MAX. STUCCO SHALL BE %" THICK WIRE MESH W/ 6dx2" S.S. ® 4" O.C. OR 2" LONG #6 S.S. SCREWS ® 8" O.C. TO TRUSS (NOT SHEATHING) VAPOR BARRIER NOT NEEDED FOR SOFFIT G -LEAVE 1/8" GAP AT WALL, CAULK PRIOR TO PAINTING STUCCO SOFFIT DETAIL SCALE. 3/4" = l'-0" DESIGN PRESSURE. ALLOWABLE 92 PSF 03-10 WOOD TRUSSES (3/4" SCALE) \\\\\OAF p IVI(�q \\OQ ,.�\CENS / ice. i �' No.61 00 U Or i O ' STAT O X\ ••,rL OR 0� ILL S/oNll 11\ \ . p #61 Ph•- I u - TREASURE JOB NO. 15-320 BUILDING 4: ;=�� 836-20TH STREET TS VERO BEACH, FL 32080 OESIGNFD COVE DUNES PH.(]>2)58&0035 DRAWN XE.R. CONCRETE REPAIR REPAIR ENGINEERING,ING FX.(»2)]JB-361] CREC� R.V. 4100 N. A1A DETAILS =IA Brn Vl a lw a ps MRu NO E, R - rB (Ilp u 151D DAM 3/18/2015 FT. PIERCE, FL O0NBULBNB ENONODRING CA 1372E R, R�6 R _ pN (M) 4E1_g0y SHEET 20 OF 20 e CABLE REPAIR FLE CUOVY (2) #4 CONT. I (2) #4 DIAGNMIN" /'(2) #4x1 '=4" EA. SIDE (TIP.) L� / VSL CP+ ANCHORAGE SYSTEM ® EA. END (2) #4 (2) 114 CONT. BURSTING BARS PLACED DIRECTLY INSIDE OF ANCHORS ml A---4' U I PLACE 318" EPDX (� COATED PLATES W1. VELZY DONUT ANCHORS (EPDXY COATED) &NEW WEDGE ANCHORS (PLATES & DONUTS TO BE (2) SPLICE CHUCKS REMOVABLE) \`\\\\ �1o11 IVit // 0�' % C E V * � No. 6 000 ��01, STAT i;kN. �i� (� • c( OR PRO TREASURE BUILDING NE ` 1835- 20TH STREET 3OBN0. 15-320 COVE DUNES '=MBV VER00EACH,FL328G. DESIGNED TS. REPAIR PH. (772) 560-0035 FX.(772)T>8-361] DRAM R.E.R. CONCRETE REPAIR ENGINEERING, INC GNECMG R.V. 410E N.E. DETAILS mom B� V G TES u ON R - N (321) 251-1510 DATE 3/18/2015 FT. PIERCE. FL CGNAILTING ENGINEERING G 13728 R, p p. _ p8 (n2)IN,,_ ,Gl SHEET 18 OF 20 STRUCTURAL -GENERAL NOTES DESIGN CRITERIA AND LOADS: 1. WIND DESIGN: WIND SPEED (MPH) - V(AD.0=124 V(UL7)=160 RISK CATEGORY 11 ENCLOSURE CLASSIFICATION D ECOP MSKCAURECLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT CPI =+/- 0.18 TOPOGRAPHIC FACTOR KZT =1.0 2. LOADS ON THE STRUCTURE DURING CONSTRUCTION SHALL NOT EXCEED THE DESIGN LOADS AS NOTED IN DESIGN CRITERIA & LOADS BELOW OR THE CAPACITY OF PARTIALLY COMPLETED CONSTRUCTION AS DETERMINED BY THE CONTRACTORS SSE FOR BRACINGISHORING. GENERAL REQUIREMENTS 1. THEDESIGNAND CONSTRUCTION OF THIS PROJECTIS GOVERNED BY THE'FLORIDA BUILDING CODE (FBC)', 5Ih EDITION, HEREAFTER REFERRED TO AS THE FBC, AS ADOPTED AND MODIFIED BY THEAUTHORITYHAVING JURISDICTION (AHJ). 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 TION PROCESSES, FOR TECHNIQUES OFASSEMBLY,•AND FOR PERFORMING WORK IN SAFE AND SECURE MANNER. I THE STRUCTURAL DRA WINGS ARE INTENDED TO SHOWTHE GENERAL CHARACTERAND EXTENT OF THE PROJECTAND ARE NO T 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 BID OR PROCEEDING WITH THE WORK 5. THE CONTRACTOR SHALL VERIFYALL DIMENSIONS AND CONDITIONS AT THE SITE. CONFLICTS BETWEEN THEDRAWINGSAND ACTUAL SITECONDITIONS SHALL BE BROUGHT TO 7HEATTEN770M OF THE ENGINEER IN WRITING BEFORE PROCEEDING WITH THE WORK 6. THE CONTRACTOR IS RESPONSIBLEFOR THESTRENGTHAND STABILITYOF THE STRUCTURE DURING CONSTRUCTIONAND SHALL PROVIDE TEMPORARY SHORING, BRACING AND OTHER ELEMENTS REQUIRED TO MAINTAIN STABILITYUN77L 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. I CERTIFYTHAT THEPLANSAND SPECIFICATIONS COMPLYWITH THE STRUCTURAL PORTION OFTHE FLORIDA BUILDING CODE FIFTH EDITION. 2. ]ALSO CER77FYTHATSTRUCTURAL ELEMENTS DEPICTED ON THESEPLANSPROWDEADEQUATE RESISTANCE TO THE WIND LOADS SPECIFIED IN SECTION 16091N THE FBC. THM PLANS AND ALL PROPOSED d1JO?C ARE SUBJECT TO ANY CORRECTIONS P.EOUIRED BY FIEELD INSPECTORS THAT rdfAY BE NtECESSARY IIII ORDER TO CCIHPLY WITH Ai! APPLICABLE CODES. �c IJ�)��� ST. LUCIE COU BUILDING DIVIE REVIEWED FOR COMPLIAI REVIEWED BY DATE Ole'-27---X MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE . O'.8 2016 ,• - TREASURE COVE DUNES CONCRETE REPAIR 410E N.E. FT. PIERCE, FL BUILDING4: BALCONY INSPECTION REPAIRS 1e33-20TH STREET � ��J yERCBEACH,FL35 Y PH. (/T2)Sa90035 FX(l )77a 61T EN GINS mlW gGAs's�Am NElaal L R - M Uz9 zs ISID MnMVHG wcwEEWNG a JM23 R. PERIE Fl. - VK (712) KB-9a'L JOa Na. 15-320 DESIGNED T.S. DRAWN CHECKED R.V. DATE 3 16 215 SHEET 1 OF 18 L711111 REAR BALCONY BLDG. 4 UNIT NUMBER: 411 INSPECTED ON: 07/14/2015 BALCONY FINISH: X TILE LEGEND: CARPET ® A. HOLLOW TILE ON SURFACE 7 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR L.F. ® D. SLAB SPALL UNDERNEATH S.F. ^/vim E. CRACKS ON SLAB —GRAVITY FEED 10 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 2 E.A. nrUv� L. CRACKS UNDER SLAB L.F. ® M. RUST SPOTS BOTTOM E.A. N. WALL CRACK L.F. RAIL SCREEN EDGE NOT SEALED INTERIOR BALCONY "RODOLFO 'W�AM R ' FL.t P.-E. 610 0 . 0 TREASURE t835;=,STREET do6NG: d5-320 BUILDING4. VERO BEACH, FL 3288E DES GND T.S. COVE DUNES In PH. (T/2)5890035 JD�M AER. BALCONY INSPECTION ENGINEERING INC Pxm2)"a38" CONCRETE REPAIR CHECKED RN. 410E N.E. REPAIRS MM B� MAN & AGSGC M Nam . R - �N n2o -+s+G GATE 3 +8 2015 FT. PIERCE. FL LGNEULIWG IMINIM]i= fA JM28 R, qR R _ pH ) y�g�y SHE T 2 OF +8 BLDG. UNIT NUMBER: INSPECTED ON: BALCONY FINISH LEGEND: RAIL REAR BALCONY 4 412 07/14/2015 X TILE CARPET ® A. HOLLOW TILE ON SURFACE 20 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 3 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. �rUv L. CRACKS UNDER SLAB L.F. ® M. RUST SPOTS BOTTOM E.A. N. WALL CRACK L.F. _ -�,'•• F j RODOLFO VII �09 NO:' 15-320 TREASURE BUILDING 4: ROBE0TH SFL 329 :.... VERO BEACH, FL 3298E DESIGNED T.S. COVE DUNES '= PH. M2)581 -0035 DRAWN A.E R. BALCONY INSPECTION FX (T 2) TT8-3917 CONCRETE REPAIR ENGINEERING, INC cNECNEo R.V. 410E N.REPAIRS 90N e0hR£5 NDAM2MA & AS=AN NDBWFM R - M (011) 8 1510 DAIS 3 18 2015 FT. PIERCE.E. FL cUNSN.mw i:MON O o C jmm R. p a _ M (m) N6 M!5 SHEET 3 OF 18 RAIL SHUTTERS REAR BALCONY BLDG. 4 UNIT NUMBER: 413 INSPECTED ON: 07/14/2015 BALCONY FINISH: X TILE LEGEND 1 CARPET ® A. HOLLOW TILE ON SURFACE 9 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 30 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. �rUv L. CRACKS UNDER SLAB L.F. ® M. RUST SPOTS BOTTOM E_A, N. WALL CRACK L.F. TREASURE BUILDING 4: COVE DUNES BALCONY INSPECTION �:MBV CONCRETE REPAIR ENGINEERING, INC 410EN.REPAIRS mm9�h�w&�=o m FT. PIERCE,E. FL CONSULTING B INF G d 13M RAIL INTERIOR BALCONY RODOI FL•. "JUN^t 1935-20TH STREET VERO BEACH, FL 32950 PH. (772) -9-0 35 FX (772) 7T83017 NBBOUIOIE R - PN (321) 2 1510 R. PQR4, R - W (M) 405-9053 T .K MN '. , RAIL REAR BALCONY INTERIOR BALCONY BLDG. 4 UNIT NUMBER: 421 INSPECTED ON: 07/14/2015 BALCONY FINISH: X TILE LEGEND: NN NG l F ail IdWt M ONE, ROME y-, CARPET ® A. HOLLOW TILE ON SURFACE S.F. ® B. SLAB SPALL FULL DEPTH REPAIR &F. ® C. SLAB SPALL EDGE REPAIR 25 L.F. ® D. SLAB SPALL UNDERNEATH 6 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. nrUv� L. CRACKS UNDER SLAB 40 L.F. ® M. RUST SPOTS BOTTOM E.A. N. WALL CRACK L.F. 1(�Sl �RODOLFR FLS PE TREASURE COVE DUNES CONCRETE REPAIR 410E N. E. FT. PIERCE. FL ( BUII DING 4• BALCONY INSPECTION REPAIRS 1835-20TH STREET ,,1, ` VEROBEACH, FL 3298E �WMB� PH.(772) 5s9�035 ENGINEERING INC Fx mz)neaslT YDW BOYll6 WOAV,TAA h ASSOMTES MD ME. R. - R1 (321) 2 151E WO MTING EKCMUMN'G CA #3728 R, q R - M (M) �y JOB NO. 15-320,'. DESIGNED,, DRAWN AE.R. CHECKED R.V. DAIS J 18 2015 SHEET 5 OF 18 r� REAR BALCONY BLDG. 4 UNIT NUMBER: 422 INSPECTED ON: 07/14/2015 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 25 L.F. ® -D.-SLAB SPALL UNDERNEATH 1 S.F. M/ E. CRACKS ON SLAB -GRAVITY FEED 5 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 10 L.F. ® M. RUST SPOTS BOTTOM E.A. N. WALL CRACK L.F. o RODQL•FO' VI LAMI' R u.,FL 'P.SE.#$1000 TREASURE COVE DUNES CONCRETE REPAIR 4100 N. AtA FT. PIERCE. FL BUILDING 4. BALCONY INSPECTION REPAIRS 1835-20T STREET�s VERO BEACH, FL 32880 �� PH. (T/2)589-0035'1 ENGINEERING,INC m("2)T�8-381T MCA BOR16 MINI @ AS=Rq NEBOUWIf: R _ FN (521) 2V-15,p MMMLIMC ENCINO:RMD G, 13728 R, � R _ M (m) 1gg_ypss doe NY 15-320 OESIGNEDjT,g, .,`.- DRAMA AMR. CHECNFD R.V. DATE 3 18 2015 &HEFT 6 OF 18 RAIL SHUTTERS REAR BALCONY BLDG. 4 UNIT NUMBER: 423 INSPECTED ON: 07/14/2015 BALCONY FINISH: X TILE LEGEND PEELING PAINT RAIL SCREEN x ' PEELING PAINT o X U cV SIGNS OF PONDING INTERIOR BALCONY drat cop : r 1 � 1 Y gNAil C; n n,.. �', C CARPET ® A. HOLLOW TILE ON SURFACE 12 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 5 L.F. ® D. SLAB SPALL UNDERNEATH 2 S.F. E. CRACKS ON SLAB —GRAVITY FEED 15 L.F. F. STUCCO S.F. G. COLUMN REPAIR 6 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. ® M. RUST SPOTS BOTTOM E.A. N. WALL CRACK L.F. TREASURE COVE DUNES CONCRETE REPAIR 410E N.E. FT. PIERCE. FL BUILDING 4: BALCONY INSPECTION REPAIRS `j 1835-20TH STREET ;=M�` j yERO (772)5 FL32980 Y PH. (T/2)589-0035 ENGINEERING, INC. Fx mz>ne3517 MDN 8D WW m a m�,Es NO ,Nxc R - FN is=,: z1�-,s,u CDNS MNG ENGINE G Ch 0370 R, p iL _ q, ) g�yr aos uD.• '_—.320' DESIGNED kE.' oWwN AER. CHECKED RV. DACE a 18 2015 SHEEP 7 OF 18 RAIL REAR BALCONY BLDG. 4 UNIT NUMBER: 432 INSPECTED ON: 07/14/2015 tl "Wool 14 BALCONY FINISH: X TILE CARPET LEGEND: ® A. HOLLOW TILE ON SURFACE 2 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR 14 S.F. ® C. SLAB SPALL EDGE REPAIR 15 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. rvUv L. CRACKS UNDER SLAB 30 L.F. ® M. RUST SPOTS BOTTOM E.A. N. WALL CRACK L.F. TREASURE COVE DUNES CONCRETE REPAIR 410E N.E. FT. PIERCE, FL BUILDING 4. BALCONY INSPECTION REPAIRS 1335-20T REET V RO BEACH, M32960 ,=MBV M(772)509-0035 ENGINEERING0NC F °'2"'�81 NON B01YIP5 YiDA 3 ASECG m NaBDURN[ R - R (321) 4 1510 COnMMG BIGINEFROIG G 137M R, � R - try (772) KS- ' OS ND.' 15-320 DESIGNED T.S. DRANM AE.R. GHECNED R.� DALE 3 18 2015 EHEET 8 OF 18 REAR BALCONY BLDG. 4 UNIT NUMBER: 433 INSPECTED ON: 07/14/2015 RAIL SCREEN INTERIOR BALCONY BALCONY FINISH: X TILE CARPET LEGEND ® A. HOLLOW TILE ON SURFACE 22 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 5 L.F. ® D. SLAB SPALL UNDERNEATH 19 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 15 L.F. M. RUST SPOTS BOTTOM 1 E.A. N. WALL CRACK L.F. RUST gPOTS DUGHOUT DGE ,4 4; iOD0UF0 ,F,L,-P,.E1#61000 J11Jr?10 TREASURE COVE DUNES CONCRETE REPAIR 4100 N. A1A FT. PIERCE. FL BUILDING4. ggLCONY INSPECTION REPAIRS 1838-2.TH STREET VERO BEACH• FL 32980 �BV F:v7=i»�e 5 ENGINEERING, INS mm BD h�N & � m ���� n - � cuo LS "" CDAWNG ENGINE NG G i3M R. � R _ g11m1 �-y JOGNO. .15-320•- DESIGNED T.S. °" "" A.E.R. CHECKED R.V. DATE 3 18 2015 SHEET 9 OF 18 UMN DELAMINt.1'ION5 REPAIR 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 J. SAWCUT THE PERIMETER OF THE REPAIR AREA FORMING A SHOULDER PERPENDICULAR TO THE SUBSTRATE. 4. THE VERTICAL AND HORIZONTAL SURFACES SHALL BE ROUGHENED WITH �" AMPLITUDE EP 1 5. SANDBLAST OR HYDROBLAST THE EXPOSED CONCRETE AND REBAR TO REMOVE DUST, LAITANCE AND OTHER AROUND BOND INHIBITING MATERIALS AVOID DAMAGING OR R OF SPALL CUTTING EXISTING REINFORCEMENT. 6. INSERT NEW BARS OF EQUAL DIAMETER NEXT TO ICRETE OUT TO THOSE THAT HAVE DETERIORATED BY MORE THAN 15% ONCRETE AND ALL NEW STEEL SHALL BE A57M A-615 GRADE 60. FEEL TO PRODUCE LAP SPLICES SHALL BE IN ACCORDANCE WITH ACI 318. METAL FINISH. 7 COAT ALL NEW AND EXISTING REBAR WITH 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. ;URFACES 9. FILL THE EXCAVATION WITH REPAIR MORTAR OR READY yD MIX CONCRETE PLACED AS DESCRIBED IN THE AGENT. 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. FILL PREPARED AREA 12,PROVIDE THE ARCH17ECTURAL FNISH AS REQUIRED BY WITH REPAIR MORTAR THE OWNER. 13.FOR MATERIAL SELECTION, PHYSICAL PROPERTIES, STEP 4 MIXING APPLICATION AND CURING INFORMATION' REFER TO APPROPRIATE TECHNICAL ^'+, 'OTECT SURFACE WITH SPECIFICATIONS FROM PROPRIA7E COATING MANUFACTURER. M0M 1ROI FL P.. 61000 TREASURE COVE DUNES CONCRETE REPAIR 410E N.E. FT. PIERCE. FL / 1 BUILDING 4. INSPECTION DETAILS 1835-20TH STREET; VERO BEACH, FL 3288E '= BV PH.(772)5680038 ENGINEERING,ING MC/T2)1T8-3817 mm BOMBS h�� a /650 m MRBOUME, R - N (321) 2 1510 COMMMNO ENGINEERING CA 137n R. BDl(£. R - PM (m) 163-BOt3 JOB NO: 15-320 DESIGNED T.S. DNM AE.R. CHECKED R.V. DAIS 3 18 2015 SHEEP 10 OF 18 WALL REPAIR NOTES FOR GENERAL REPAIR: 1. CHIP AND REMOVE CRACKED MORTAR. Z 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 W17H BONDING AGENT. 5. PATCH REPAIR AREAS WITH NEW REPAIR MORTAR SYSTEM OR EXTERIOR STUCCO SYSTEM IN ACCORDANCE W17H THE MANUFACTURER'S SPECIFICATIONS. 6. MATCH EXIS71NG FINISH TEXTURE AND COLOR AS CLOSE AS POSSIBLE. Z FINISH/PAINT/COAT REPAIRED AREA IN ACCORDANCE WITH THE GENERAL NOTES. n°r .w �,-•,yam -0r^rcF' ��, � � L :j ROD0� IL•LA R FL: ;P.E,#610 0.- JUN /0' `8; 2016 TREASURE COVE DUNES CONCRETE REPAIR 410E N. E. FT. PIERCE. FL BUILDING 4: INSPECTION DETAILS MERE) REACH, FE 32660 MBV1636-20TH STREET ,� FX(772) 666-0035 PH. (772) TT6-3°+T ENGINEERING, INC um BPMFS vlL vwt k 11550CWTE5 WISMUM R. - PN (321) 2 151E ComammG ENDINEFI@1G d /APB R. E9 R - EH vn) �m J06 NO...15-320 DESIGNED T.S. DRAWN R.E.R. °"E° R.V. DATE 3 18 2015 SHEET 11 OF 18 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 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 A INCH (6MM) LARGER THAN LARGEST AGGREGATE IN REPAIR MATERIAL, WHICHEVER IS GREATER. J. CONCRETE REMOVALS SHALL EXTEND ALONG THE BARS TO LOCA7IONS 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 TYING TO OTHER SECURED BARS OR BY 07HER APPROVED METHODS. r SA tNo I I I i k aj a y RODOLFO VLLAMI RZ m TREASURE COVE DUNES BUILDING 4: ;= �� 1835-20TH STR VERO FL 32888 SG38o"as=3zo :_•' OESIGNE0IT.$.+• • INSPECTION (772)5 PH. (Tl2)SBS0035 • M(772) �e381� 0anwrv, aA ER. CONCRETE REPAIR ENGINEERINGV CHECKED R.v. 410E N. DETAILS NON 5� MAN & � 2 , n - M (321) 2 151G GATE 3 18/2015 FT. PIERCE. FL E. MNSMMG MGINm G a 13725 ?T. HSiC£, R - m (m) 169-9 SHEET 11 OF 18 L-K.EANING AND RLrAIR 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 COA7ING IS BEING APPLIED TO THE BAR SURFACE, IN WHICH CASE THE COATING MANUFACTURERS RECOMMENDA71ONS FOR SURFACE PREPARA71ON SHOULD BE FOLLOWED_ STEEL ABRASI,GE 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 314 IN. (19 MM) FROM EXISTING BARS LAP LENGTHS SHALL BE DETERMINED IN ACCORDANCE WITH ACI 318, ALSO REFER TO CRSI AND AASHTO MANUAL COPY RCOOL VI R FL`P:E.# 900 TREASURE COVE DUNES CONCRETE REPAIR 4100 N. A1A FT. PIERCE. FL 1 BUILDING 4. INSPECTION DETAILS I8 5-20TH STREET VERO BEACH. FL 32980 '= BV PH. m2)559A035 Fxm2lne3el> ENGINEERING INC um BGN4E3 NlL w • ASSGDWIES �E. R - P (NJ) 4 1510 cnNGww F WEEIJwG a #3 R. aIS.¢ R - 1x (T%U , -m JOBNO. •15'320 DESIGNED T.S. . DR— AER. cHEcrcEo R,V, DAIS 3 18 2015 SHEET 13 OF 18 SLAB WATER PROOFING ADDITIONAL TOP COATS TOP COAT WITH AGGREGATE TO REFUSAL BACKROLLED INTO WET TOP COAT BASE COAT SUBSTRATE: CONCRETE OR LEVELING OVERLAY 'Wic.. vlvv GUARD RAILS, SET BOTTOM RAIL 1/4 MIN. OFF DECK TO ALLOW WATER FLOW OFF DECK. REPAIR PROCEDURE: 1. 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 MANUFACTURERS 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 3/16" OR LESS. ALLOW IT TO CURE FOR 72 HOURS MINIMUM BEFORE OPENING THE BALCONY TO TRAFFIC. TOP COAT APPLIED PER MANUFACTURERS 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. TO THE BEST OF THE ARCHITECT'S OR ENGINEERS KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFER' STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH FS553 AND FS633. , ` ( L ; ROOOL .0 ` IL /MI FL. P:E610 JUN08me TREASURE COVE DUNES CONCRETE REPAIR 410E N. E, FT. PIERCE. FL BUILDING �. INSPECTION DETAILS '�MB� ENGINEERING,ING um � M� m = A5 m DDmmmNo FNGMELiWc a Imn 1935-20THS EE VERO BEACH, FL 32960 PH. pl2)569 035 FX(772)T1 617 � R - PN (m) ] 151D R, B R - RH (m) � 'D3No. 15-320 DESIGNED T.S. DRAWN AER. cHEcnEo R.v. DATE , ,B 2m5 SHEET to OF ,B SLAB FULL DEPTH kEPAIR EXISTING CONDITIONS SEVERE SPALL STEP 1 SAWCUT AROUND PERIMETER OF SPALL 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. 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. 4. 5. CHIP CONCRETE OUT TO SOUND CONCRETE AND CLEAN STEEL TO PRODUCE 6 A WHI7E METAL FINISH. THE VERTICAL AND HORIZONTAL SURFACES SHALL BE ROUGHENED WITH 4" AMPLITUDE SANDBLAST OR HYDROBLAST THE EXPOSED CONCRETE AND REBAR TO REMOVE DUST, LAITANCE AND OTHER BOND INHIBITING MATERIALS. AVOID DAMAGING OR CUTTING EXISTING REINFORCEMENT. INSERT NEW BARS OF EQUAL DIAMETER NEXT TO THOSE THAT HAVE DETERIORATED BY MORE THAN 159 ALL NEW STEEL SHALL BE ASTM A-615 GRADE 60. LAP SPLICES SHALL BE IN ACCORDANCE WITH ACI 318. STEP 2 Z. 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 RATIO 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 RECOMMENDATIONS........ 13. PROVIDE THE ARCHITECTURAL' FINISH AS REQUIRED BY , �•�. THE OWNER. 1- !n o Rm LEmm COPY :.'L�I'�1 . RODOL'F0,7 L .,NFL. - P.E. 61 0-' z � JUN0.8 TREASURE 183%- HSTREET 06NO. `.15-320 BUILDING 4: ;= �� V RO BEACH. FL 32980 OESiG EO T.S. COVE DUNES PH. (T/2)589-0035 oPANM AER INSPECTION ENGINEERING ING PH.(772)]18 35 CONCRETE REPAIR CHECKED R,¢ 4100 N. A1A DETAILS MOA awns V1OAA1ww & nswcw YBB E. R _ R (321) 2 1%0 OAI 3 18 2015 FT. PIERCE. FL CONSULTNG BIGINFFAMC G p)28 F1, 86.'C� 0. _ RI (T22) �5B-y0g5 SHFE'r 15 OF 18 EDGE AND SURFACE CONDITIONING OF CONCRETE BOUNDARY OF LOOSE AND RECOMMENDED DELAMINATED CONCRETE LAYOUT d° a a C ° ° G ° < °< ° d° G a 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 MATERUIL. 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 CUTDNG 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 MATER14LS (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 HIDRODEMOU71ON IS USED, CEMENT AND .. PARTICULATE SLURRY MUST BE REMOVED' -FROM 7., PREPARED SURFACES BEFORE SLURRY,HARDENS:. , TREASURE COVE DUNES CONCRETE REPAIR BUILDING 4:V INSPECTION slimBV ENGINEERINGONIC 18a5-20TH STREET RO SEACH, FL 60 PH. (/]2)588-00I FX(772) Tl8-a81T JOBNO. 15-320 DESIGNED T.S. pRgWN A.E.R. OHEONED R.E. 410E N.E. FT. PIERCE. FL DETAILS MM BO 41WLQAR s ��M COMMMG ENGINMNG ON I37M MEBWME, R - PN (331) =_. 1B i - P & - BH (m) I6B-9093 DATE 3/18/2015 SHEET 16 OF 18 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 759 OF THE LIVE LOAD SPECIFIED FOR SLABS AND JOISTS AND 60% 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 70% 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: 0. FOR BALCONIES, FORMS MAY BE REMOVED 72 HOURS AFTER COMPLETING CONCRETE POUR PROVIDED CONCRETE STRENGTH IS 70Y 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. 0. 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. FILE COPY RODOLF VI LAMI7APi FL. P.E.# 1000 JUN 0 8 2016 TREASURE 1835-20TH STREET JOBNO. 15-320 BUILDING4: V ROBE CH. FL32B50 DESIGNEOT.S. COVE DUNES INSPECTION �MBY PH. °72)iz aow D""`"*' A.E.R. CONCRETE REPAIR ENGINEERINGONC CHECKED R,y, 410E N. DETAILS MCA BOWIES V6UIIIWt h 16GCukl UMDWM R - Pry (321) 2 1510 DATE 3 18 2015 FT. PIERCE.. FL CONSULTNG ENGINR G C /3728 R. PIEAGE R - M 072) I60- SHEEP 17 OF 18 DECK OVERLAY SCALING / SLAB PITCH CORRECTION EXISTING CONDITIONS MODERATE SCALING STEP 1 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. 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. TREASURE A BUILDING 4. 1635-20TH ETREET ` JOBNO.. 15-320 DESIGNED'T.S.` COVE DUNES INSPECTION MBV V RO BEACH, FL 32560 PH. (772)516 035 PXCM) na 617 DRAM.; AE.R. CONCRETE REPAIR E INEERINGINC CHEDNED R.V. 4100 N. ALA DETAILS LION BU NWJIw k ASBBW YEIBOUIM[ R - RI (321) 1 1510 DATE 3 18 2015 FT. PIERCE. FL CON MMW ENGINE G d /3126 R, pBR£, R - M (AZ) 1By M SHEET 18 OF 18