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HomeMy WebLinkAboutSPECIAL INSPECTION PLANSpecial Inspection Plan SDB� ED for St Cu Cie C011rty Balcony Repairs — Atrium I Condominiums at 2900 North AIA, Unit 2A Fort Pierce, FL 34949 THM PLANS AND ALL PROP085D VW ARE SUBJECT TO ANY CORRSCT:ONS REQUIRED BY FIELD INSPECT(YRS T14AT MAY BE NECESSA%Y III 0AWR TO CGI'APLY WITH AL APPLICABLE COOES. Prepared By: MM MGM BV ENGINEERING, INC. MOEN BOWLES V1 LLAMIZAit &ASSOCIATES CML m S1RUCIURAL S SURVEYING a E"ARONMENTAL 1835 20th Street eVero Beach, FL 32960 772.569.0035 w Fax: 772.778.3617 www.mbveng.com DATE GA #3i28 Engineers Project Number: 14-486 _% HI S4P * ; No. 61000 PRO R10D 0 }t11 `zar, P /oNA � ORGY/ ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIAN .D BY MUST BE KEPT O)(JOB OR NO INSPECTION WILL BE MADE FL PE# 61000 to 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. 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. 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: 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. E. Other Miscellaneous Inspections 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. STRUCTURAL -GENERAL NOTES DESIGN CRITERIA AND LOADS: 1. MND DESIGN. WIND SPEED (MPH) RISKCATEGORY EXPOSURE CATEGORY ENCLOSURE CLASSIFICATION INTERNAL PRESSURE COEFFICIENT TOPOGRAPHIC FACTOR V(ADJ)=124 V(ULT)=160 ENCLOSED CPI =y- 0.18 KZT=1.0 Z LOADS ON THE STRUCTURE DURING CONSTRUCTION SHALL NOT EXCEED THE DESIGN LOADS AS NOTED IN DESIGN CRITERIA 8 LOADS BELOW OR THE CAPACITY OF PARTIALLY COMPLETED CONSTRUCTION AS DETERMINED BY THE CONTRACTOR'S SSE FOR BRACINGISHORING. GENERAL REQUIREMENTS 1. THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS GOVERNED BY THE*FLORIDA BUILDING CODE (FBC)-,, 5th 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 DRAWINGS 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 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 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 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 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 THE PLANS AND SPECIFICATIONS COMPLY WITH THE STRUCTURAL PORTION OF THE FLORIDA BUILDING CODE FIFTH EDITION. Z 1 ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS SPECIFIED IN SECTION 1609 IN THE FBC. ATRIUM I 1836-20TH STREET JOB NO. 14-486 BALCONY VEROEEAEM.FL 32960 DESIGNED R.V. CONCRETE REPAIR INSPECTION MIMBV FX.(772) 56>}0035 DRAW AE.ft. E INEERING INC P .aT2)TT636„ 2900 N A1A CHECKED R.V. FORT PIERCE. FL REPAIRS NON 13 1 v¢IAVIw A A55OCIRTE6 N6EWNNE R- Px (J21) 2]]-1510 I>ATE 7/5/2016 CONSUM0 ENONMIING G 13728 R. PERM R. - . (772) �_9055 PAGE 1 OF 9 G� SGD FLOOR: 2 UNIT NUMBER: 2A 2/19/2016 INSPECTED ON: 0 BALCONY FINISH: X COATING BARE TILE CARPET LEGEND ® A. SLAB SPALL ON SURFACE S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 2 L.F. ® D. SLAB SPALL UNDERNEATH S.F. w E. CRACKS ON SLAB -GRAVITY FEED L.F. F. COLUMN REPAIR L.F. O G. WALL REPAIR S.F. H. FLOOR PREPARATION S.F. I. WATERPROOFING S.F. ® J. RUST SPOTS 11111111I2. E.A. o J \��IVILL �c .p O0�. v i * * Z SGD % OF �'��•, QIr�O, IAI R 9-. ei?D00 IN 10 AT BALCONY s 1635 - 20TH STREET SOB NO 16-486 OESIGNE°Ry CONCRETE REPAIR INSPECTION '� B VERO BEACH, FL 32980 Fz. mzi 5i3E¢-3617 °PAN? AER. CHEC�D Ry 2900 N A1A REPAIRS ENGINEERING, INC NON 60W NOAMRAR k ASSOCIATIS M9JMR C R - PH (321) 253-1510 /5/201E FORT PIERCE, FL CONSULTING ENGNE O CA }3)28 R, PUDC R - pry (772) { -W!15 PAGE 2 OF 9 POST -TENSION EDGE REPAIR EXISTING CONDITIONS SEVERE SPALL OUTSIDE CABLE ANCHORING SYSTEM STEP 1 SAWCUT AROUND PERIMETER OF SPALL IF POSSIBLE CONCRETE OUT TO VD CONCRETE AND IN STEEL EP 2 COAT EXPOSED SURFACES WITH APPROVED BONDING AND ANTI —CORROSION AGENT. STEP 4 PROTECT SURFACE WITH APPROPRIATE COATING. STEP 3 FILL PREPARED AREA WITH REPAIR MORTAR. REPAIR PROCEDURE 1. REMOVE ALL DAMAGED OR UNSOUND CONCRETE FOLLOWING THE CONDIRONING OF CONCRETE GUIDELINES. 2. CHIP OUT BY HAND THE DAMAGED CONCRETE. REMOVAL SHALL CON71NUE ALONG THE LENGTH OF THE REINFORCING STEEL UN71L AT LEAST 6" OF THE UNCORRODED REBAR IS OBSERVED. DO NOT DISTURB THE CABLE ANCHORS. 3. THE VERTICAL SURFACES SHALL BE ROUGHENED. 4. SANDBLAST OR HYDROBLAST THE EXPOSED CONCRETE AND REBAR. AVOID DAMAGING OR CUT7ING EXIS7NG REINFORCEMENT OR CABLES. 5. REPLACE EDGE BAR MIH A FIBERGLASS BAR OF SAME DIAMETER IF EXIS7NG BAR IS HEAVILY DETERIORATED. 6. COAT ALL NEW AND EXISTING REBAR WITH EPDXY, POLYMER CEMENT SLURRY OR A ZINC —RICH COA7ING FOR CORROSION PROTECTION. INSTALLATION SHALL BE DONE FOLLOWING THE MANUFACTURER .SPECIFICATIONS. 7 THE BONDING AGENT SHALL BE INSTALLED AS DESCRIBED IN THE MANUFACTURER SPECIFICATIONS. 8. REPAIR REPAIR MORTAR OR READY MIX CONCRETE SHALL BE PLACED AS DESCRIBED IN THE MANUFACTURER SPECIFICATIONS. 9. REPAIR MIX SHALL HAVE A COMPRESSIVE RESISTANCE OF 5,000 PSI AT 28 DAYS AND A WATER CEMENT RATIO OF 0.45 OR LESS. 10. FINISH SURFACE TO TEXTURE AND SMOOTHNESS REQUIRED FOR THE SPECIFIC APPLICA77ON. 11. UPON COMPLE71ON OF FINISHING OPERATIONS, ALLOW MATERIAL TO CURE IN ACCORDANCE WITH MANUFACTURERS'S RECOMMENDATIONS. 12. PRONDE THE ARCH17ECTURAL FINISH AS REQUIRED BY THE OWNER. \�\\111 I IIII//AA ILL A/ rl C 0 P{�OFLFO I R 00 ATRIUM I BALCONY MVERO 1835-z0+al�paEt+11' BEACH, FL 32960 . " 14-46° DESIGNED R.y CONCRETE REPAIR 2900 NAIA FORT PIERCE, FL INSPECTION DETAILS �.MBV ENGINEERING, INC .0.I n 06B+cw�Im & G�]2B 0 FX.(772)77636I� M6&N R -M (321) 4U 1510 ".. PIMM R- M (772) 1 -%M °� AE.R. oa.E ° R° /5/20t6 PAGE 3 OF 9 Q*H_:A.40ILLI EN=1aril1NP-1 EDGE REPAIRS LEGEND ® EXISTING #5 STEEL REBAR ® NEW #{5 STEEL DOWEL BARS REMOVED CONCRETE TYP. 12" EXISTING STEEL #5 BAR 7 MAX' 18" 10" CONCRETE EDGE REPAIRS 2"x2" ALUMINUM RAIL POST BASE EMBEDDED IN DECK EDGE. FOR POST BASE REPAIRS THAT DO NOT COINCIDE WITH EDGE REPAIR, CUT OUT 6"x6"x5" SECTION AROUND SUBJECT POST. CAREFULLY WORK AROUND EDGE REBAR. CLEAN & COAT EDGE REBAR. ADD 5/8" THREADED ROD 6" LONG THROUGH POST TO STRENGTHEN CONNECTION OF POST BASE. POUR NEW EDGE CONCRETE 6"x6"x5". CLEAN & COAT EXPOSED REBAR. NO VISIBLE CORROSION SHOULD EXIST ON REBAR AT CONCRETE CUTOFF POINT. REMOVE CONCRETE. IF MORE THAN 157 REBAR DIA. LOSS HAS OCCURRED, THEN ADD STEEL DOWEL BAR AS SHOWN IN SECTION BELOW. MECHANICALLY SCARIFY & ROUGHEN SLAB EDGE. IF BONDING AGENT IS NOT PREMIXED W/ THE CONCRETE, APPLY A BONDING AGENT TO THIS SURFACE PRIOR TO CONCRETE POURING. POUR NEW EDGE W/ SIKACRETE 211 OR 5,000 PSI STRENGTH CONCRETE. IF EXISTING TEMP./SHRINK. BARS HAVE OVER 157 DIA. LOSS, THEN PROVIDE SHORING REMOVE AND PROVIDE (2) 95 FOR FORMWORK STEEL BARS LONGITUDINALLY. DRILL 7/8" DIA. HOLE 2" AWAY FROM EXIS710 `RF�BA`Bllldw. W/ MORE THAN 15% LOSS & EMBED #5 10" DEEP INTO EDGE OF CUT-OFF SLAB W/ SIKADUR ANCHORFIX-1 EPDXY. NOTES: 1. FINAL FINISH OF SLABS SHALL BE SMOOTH SPONGED SANDY FINISH OR AS SPECIFIED ON -SITE PER OWNER'S REQUIREMENTS. 2. FOR ANY TENSION BAR, MAXIMUM CONCRETE COVER SHALL BE 2" & MINIMUM COVER 1.5: TEMPERATURE/SHRINKAGE STEEL TO BE PLACED DIRECTLY UNDER TENSION STEEL. 3. ALL PRODUCT SUBSTITUTIONS MUST FIRST BE APPROVED BY THE ENGINEER. 4. ENGINEER SHALL BE IMMEDIATELY NOTIFIES CONCERNING ANY ENCOUNTERED DISCREPANCIES BETWEEN ACTUAL CONDITIONS & THIS DESIGN. FL. P.E.#61000' '%-ZS-►4 ATRIUM I BALCONY ® � IMBVVERO(772)5 836-2pTH5TREET FL32960 4-48 OESIGNEO Ry CONCRETE REPAIR INSPECTION �� PH. (]]2) 589-0035 FX. pRgy.M q,EF. ENGINEERING,INC (]]2)]76-361] cNEcxEp R.v. 2900 AA1A DETAILS NOw BOWIES N.1DR k /SSOfAg16 NpB M R- W (321) 29-I510 OgIE ]/5/2016 FORT PIERCE. FL CONSULLNO MOINEERINO G (6]28 R MM R. - M M2) K -9055 pppc d nc o 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 414 INCH (19 MM) CLEARANCE BETWEEN EXPOSED REBARS AND SURROUNDING CONCRETE OR (4 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, 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. o`vi�L,44f, \O�vy;OgNSF •p�0 S T OF k� LO ATRIUM I BALCONY ® `J 1835 - 20TH STREET VEROBEACH,FL3296D JOB NO y_a86 DESIGNED Rp, CONCRETE REPAIR 2900 N A1A FORT PIERCE, FL INSPECTION DETAILS 1��� Y ENGINEERING, INC MDW 6DWIE5 w1 lw k A550GI.1E5 CONSULVND ENGWEERWC G 13725 PH. 560-DO35 FX. (772) 77e-3617 NELLtlMR 11- RR (321) 253-1510 B .EPEE, - pry (A2) Kg-g055 DRAM AE.R. CXECKED R.V, DATE v5izD16 pgcE 5 OF 9 CLEANING AND REPAIR 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. REINFORCIMG STEEL wwivi 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 x ADDITION OF SUPPLEMENTAL BAR OVER AFFECTED SECTION. REQUIRED LAP NEW BARS MAY BE MECHANICALLY SPLICED TO OLD BARS OR PLACED PARALLEL TO AND APPROXIMATELY Y4 IN. (19 MM) FROM EXISTING BARS. LAP LENGTHS SHALL BE DETERMINED IN ACCORDANCE WITH ACI 318; ALSO REFER TO CRSI AND AASHTO MANUAL. AFFECTED LENGTH LOSS OF SECTION SUPPLEMENTAL BAR REQUIRED LAP AFFECTED LENGTH rl s 0 =C N # R O 11 & _ '4 ATRIUM I CONCRETE REPAIR zsoa N C FORT PIERCEE C , FL BALCONY INSPECTION DETAILS ;="///I �'r��'?Go ENGINEERING,INC Mow eGxtFs VM1gMIwt n a MIA1 MfIBJeMNE IT - PN (l]n W-1510 CONAILTNG ENCINEWNG G 13728 IT, pl M R - q1 (M) -gM5 N. oRq�°"E° pE.R. GNEOKE° R. G E i6izG,5 pgGE 6 OF 9 SLAB WATER PROOFING ADDITIONAL TOP COATS TOP COAT WITH AGGREGATE TO REFUSAL BACKROLLED INTO WET TOP COAT BASE COAT SUBSTRATE: CONCRETE OR LEVELING OVERLAY .,SONG GUARD RAILS, SET BOTTOM RAIL 1 - 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 3/16" 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 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 FS633. INSTRUCTIONS 0\11 I I111//// V ILLAo /y/ �vk•.`c gNSF � " 0 C % No 81 �'o SIT OF�D,0 �bl LAMI AZ ATRIUM BALCONY -'M v FmlMB 1835-2DTHSTREE7F VERO BEACH, FL 32960 ,n-anti oESicNeD qy CONCRETE REPAIR 29PI N PIERCE, FORT PIERCE, FL INSPECTION DETAILS E ENGINEERING, INC mm BDHlES elm & ASSDCNTE9 CONSU MNO ENCMEDiNO G #3728 ('H.(772)569D035 FX.(772) 569-0035 NRBUM R - PR (321) 253-,6,D iT PIMM R - M (772) �-gp3y AE.R. DRAM CHFC R.M. DATE 7i5i2016 PADS 7 OF 9 BLAB FULL 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 CONDITIONS 3. CHIP OUT THE FULL DEPTH. REMOVAL SHALL SEVERE SPAL 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 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 7 COAT ALL NEW AND EXISTING REBAR WITH TWO 10 MILS OF EPDXY, POLYMER CEMENT SLURRY OR A COAT EXPOSED SURFACES ZINC -RICH COATING FOR CORROSION PROTECTION. WITH APPROVED BONDING INSTALLATION SHALL BE DONE FOLLOWING THE AND ANTI -CORROSION MANUFACTURER SPECIFICATIONS. AGENT. B. 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 %%f%5 WATER CEMENT RATIO OF 0.45 OR LESS. PROTECT SURFACE WITH APPROPRIATE COATING. 11. FINISH SURFACE TO TEXTURE AND SMOOTHNESS REQUIRED FOR THE SPECIFIC 12 COMPLETION iJAPPLICATION. NG OPERATIONS, U . ALLOWUPON MATS . gid• E' 4N14WORDANCE WITH 13. PROVIDE ;;v FIN�3k RS t 3�* jHE OWNE�E _ CRODOL I LAMIZ i �O', giPS FFLk- 1010_0 i� FLO \ ��,nA.._ '_. ATRIUM I CONCRETE REPAIR Al 2900 NCE, FORT PIERCE, FL BALCONY INSPECTION DETAILS F,�oTR MM Z sg kgi 960 111MBV EX.(]]2)S6PD035 E®INEERING,ING FX,(]]2)]]836R MOIA oow NWJ4 & ,ES ND&I , R- FR (MI) 255-15tO CONSUEKNO ENcwEDUNG CA IN26 FL KISS R - R1 M2) 169_9055 DESIGNED R,y qE.R: CHECK CHECKR.V. DATE 7i5i2016 PAGE 8 OF 9 EDGE AND SURFACE CONDITIONING OF CONCRETE BOUNDARY OF LOOSE AND RECOMMENDED DELAMINATED CONCRETE LAYOUT a< o, d 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 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 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 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 PRESENyyT��. O\N� 1' I 1111 Z IF HYDRODEMO xw 037J S, 1 CEMENT AND R,A i SLURRY MUSS RCOVED FROM PREP 0M 9URFA EgiOo BEFORE SLGRRZ IARAS. — �4 giPj 0 Q f#6100FLO ATRIUM CONCRETE REPAIR 2900 N A1A FORT PIERCE, FL BALCONY INSPECTION DETAILS ;�,M�" 1a t1D ���� Y VEROB'�nbi1,FL3zeao _ FX. Q]2)J]8361] ENGINEERING, INC u0w e0,1E5 W5glw h wSE ATES NuffiNRNE R-N(321)1 1510 CONSNL➢NO "61NOMMO U. d3728 {L RDIM R - RI(A2) 89-9055 3DRNQ "•66 OESIGNEDR,y, OR— AE.R. CHECKED R.V. DATE 7/5/2016 PAGE 9 OF 9 L d LE C ` SCANNED BY Special Inspection Plan St. Luce County for Balcony Repairs — Atrium I Condominiums at 2900 North AIA, Unit 3A Fort Pierce, FL 34949 Prepared By: M By ENGINEERING, INC. M91:1 eQN�LES V 3LLAMILAIi S A}SDCiryY L5 THESS PLAW AND ALL PROPOSGD WON( ARE SUBJECT TO ANY COFZI:IECTIONS REQUIRED BY FIELD INSPECTORS THAT 14AY BE NECESISAI'tY IN ORDO TO CGP4PLY WM ALL APPLICAME CODES. CNIL a S IRUCIU VAL s SURVEYING a ENVIRONMENTAL 1835 20th Street aVero Beach, FL 32960 772.569.0035 0 Fax: 772.778.3617 www.mbveng.com CA 10728 Engineers Project Number: 14-486 ST. LUCIE COUNTY BUILDING DIVISIO REVIEWED FOR COMPLI DATE MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE \�\�\� \Vj o �V I<<q/��i% No. 61000 , y� STATE OF k/ 61IFbA�Yiy'x r, P. �//llllll\\ AUG 3 0 AECD PE# 61 Z 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. 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: 1. Structure: reinforced concrete flat slabs. 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: 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. E. Other Miscellaneous Inspections 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. 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. 6- STRUCTURAL -GENERAL NOTES DESIGN CRITERIA AND LOADS: 1. WIND DESIGN.,. WIND SPEED (MPH) V(ADJ)=124 V(ULT)=160 RISK CATEGORY 11 EXPOSURE CATEGORY D ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT CPI =+/- OA6 TOPOGRAPHIC FACTOR KZT =1.0 2. LOADS ON THE STRUCTURE DURING CONSTRUCTION SHALL NOTEXCEED 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 BRACING/SHORING. GENERAL REQUIREMENTS 1. THE DESIGN AND CONSTRUCTION OF THIS PROJECTIS GOVERNED BY THE"FLORIDA BUILDING CODE (FBC), 5th EDITION, HEREAFTER REFERRED TO AS THE FBC, AS ADOPTED AND MODIFIED BY THE A UTHORITY HA VING 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 FABRICATION PROCESSES, FOR TECHNIQUES OF ASSEMBLY, AND FOR PERFORMING WORK IN A SAFE AND SECURE MANNER. 3. THE STRUCTURAL DRAWINGS ARE INTENDED TO SHOW THE GENERAL CHARACTER AND EXTENT OF THE PROJECT AND ARE NOT INTENDED TO SHOW ALL 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 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 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 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 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 PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS SPECIFIED IN SECTION 1609 IN THE FBC. G�NSE OI y # 61V3 f i -0''. S�p`j� QRO VIL MIZAR ,0 1 Z I10 ATRIUM I BALCONY -' - 20T STREET DESIGNEDCONCRETE REPAIR INSPECTION �" ROBEATH,FL329 Y VERO H, FL ,a PH.(]]2) 5690035 FX. 92)9J8361] OR =7/5/201 ENGINEERING INC 2900 NCE. REPAIRS a A CO RMIRNG 28 uFIBDURRE 0. - PN FORT PIERCE, FL ElNUMEE� F3 M) &1-9510RPIERCER - iX (TI) 966-90.55 G� 5 SGD FLOOR: 3 UNIT NUMBER: 3A INSPECTED ON: 2/19/2016 0 U) BALCONY FINISH: x COATING BARE TILE CARPET LEGEND ® A. SLAB SPALL ON SURFACE S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 1 L.F. ® D. SLAB SPALL UNDERNEATH S.F. ��- E. CRACKS ON SLAB —GRAVITY FEED L.F. F. COLUMN REPAIR L.F. O G. WALL REPAIR S.F. H. FLOOR PREPARATION S.F. I. WATERPROOFING S.F. ® J. RUST SPOTS \IIIIIII!/) E.A. VILLA4f O % 6 000 — C ; No SGD �'��•, ST q�0{)(oL44� LAMIZAR ��ii�FSSI NAB- lQ ��iZ�l ATRIUM I BALCONY ' % EROBEATH,FL329 VERO BEAOH,FL035 DESIGN. 14-466 DRAM CONCRETE REPAIR INSPECTION �` 1m Y PH. (T 2) 6s9-0o05 Fx.(nz)naas DRAWN &ER,V. AE.R. CHECNEG qy, zsooNA1A ENGINEER] NG, INC n DNIE 7/5/2016 FORT PIERCE. FL REPAIRS M Yow 30NWVILR k gS5XAw CONSDLTNC ENCJNEOiINC CA 13728 xEIH D R-PH (321) 2S 1510 R, plEfifF. R _ M (M) �-9055 PAGE 2 OF 9 POST -TENSION EDGE REPAIR EXISTING CONDITIONS SEVERE SPALL OUTSIDE CABLE ANCHORING SYSTEM STEP i SAWCUT AROUND PERIMETER OF SPALL IF POSSIBLE CONCRETE OUT TO VD CONCRETE AND IN STEEL EP 2 COAT EXPOSED SURFACES WITH APPROVED BONDING AND ANTI -CORROSION AGENT. STEP 4 PROTECT SURFACE WITH APPROPRIATE COATING. STEP 3 REPAIR PROCEDURE 1. REMOVE ALL DAMAGED OR UNSOUND CONCRETE FOLLOWING THE CONDITIONING OF CONCRETE GUIDELINES. 2. CHIP OUT BY HAND THE DAMAGED CONCRETE. REMOVAL SHALL CONTINUE ALONG THE LENGTH OF THE REINFORCING STEEL UNTIL AT LEAST 6" OF THE UNCORRODED REBAR IS OBSERVED. DO NOT DISTURB THE CABLE ANCHORS. 3. THE VERTICAL SURFACES SHALL BE ROUGHENED. 4. SANDBLAST OR HYDROBLAST THE EXPOSED CONCRETE AND REBAR. AVOID DAMAGING OR CUTTING EXISTING REINFORCEMENT OR CABLES. 5. REPLACE EDGE BAR NTH A FIBERGLASS BAR OF SAME DIAMETER IF EXISTING BAR IS HEAVILY DETERIORATED. 6. COAT ALL NEW AND EXISTING REBAR WITH EPDXY, POLYMER CEMENT SLURRY OR A ZINC -RICH COATING FOR CORROSION PROTECTION. INSTALLATION SHALL BE DONE FOLLOWING THE MANUFACTURER SPECIFICATIONS. 7. THE BONDING AGENT SHALL BE INSTALLED AS DESCRIBED IN THE MANUFACTURER SPECIFICATIONS. 8. REPAIR REPAIR MORTAR OR READY MIX CONCRETE SHALL BE PLACED AS DESCRIBED IN THE MANUFACTURER SPECIFICATIONS. 9. REPAIR MIX SHALL HAVE A COMPRESSIVE RESISTANCE OF 5,000 PSI AT 28 DAYS AND A WATER CEMENT RATIO OF 0.45 OR LESS. 10. FINISH SURFACE TO TEXTURE AND SMOOTHNESS REQUIRED FOR THE SPECIFIC APPLICATION. FILL PREPARED AREA WITH 11. UPON COMPLETION OF FINISHING OPERATIONS, REPAIR MORTAR. ALLOW MATERIAL TO CURE IN ACCORDANCE NTH MANUFACTURERS'S RECOMMENDATIONS. 12. PROVIDE THE ARCHITECTURAL FINISH AS REQUIRED BY 7HEOWNER,\\\\\II VI III////// -\r 6100 1 TA E gPDOLF LAM R i S FL.' 610 ATRIUM I BALCONY lesdi d o VERO B oEs EB Raw" CONCRETE REPAIR Z9PI NAEA FORT PIERCE, FL INSPECTION DETAILS '�MBV ENGINEERING, INC CCU fi0 G I N INEERN k CA 1372B consucnxc EncinE[ninc cn /.nse PH.(772)718- 11 FX(T2)99R 3en ff. P RYE. M1 - pN 72) Y'J-,S,U R. Flm¢. R. _ pn (m) Ise -sass ORAYM AER. CHECKED DATE 7/5 3 OF 918 ppcE 3 OF 9 DECK EDGE REPAIRS EDGE REPAIRS LEGEND ® EXISTING #5 STEEL REBAR ® NEW #5 STEEL DOWEL BARS EXISTING STEEL 115 BAR REMOVED CONCRETE AT EDGE TYP. 12" (MAX. 18) WIDE TYP. 12" MAX. 18" ..... moo " rii.:-:•.- 10" L PROVIDE SHORING FOR FORMWORK 2"x2" ALUMINUM RAIL POST BASE EMBEDDED IN DECK EDGE. FOR POST BASE REPAIRS THAT DO NOT COINCIDE WITH EDGE REPAIR, CUT OUT 6"x6"x5" SECTION AROUND SUBJECT POST. CAREFULLY WORK AROUND EDGE REBAR. CLEAN & COAT EDGE REBAR. ADD 5/8" THREADED ROD 6" LONG THROUGH POST TO STRENGTHEN CONNECTION OF POST BASE. POUR NEW EDGE CONCRETE 6"x6"x5". CLEAN & COAT EXPOSED REBAR. NO VISIBLE CORROSION SHOULD EXIST ON REBAR AT CONCRETE CUTOFF POINT. REMOVE CONCRETE. IF MORE THAN 15% REBAR DIA. LOSS HAS OCCURRED, THEN ADD STEEL DOWEL BAR AS SHOWN IN SECTION BELOW. MECHANICALLY SCARIFY & ROUGHEN SLAB EDGE. IF BONDING AGENT IS NOT PREMIXED W/ THE CONCRETE, APPLY A BONDING AGENT TO THIS SURFACE PRIOR TO CONCRETE POURING. POUR NEW EDGE W/ SIKACRETE 211 OR 5,000 PSI STRENGTH CONCRETE. IF EXIS71NG TEMP./SHRINK. BARS HAVE OVER 159 DIA. LOSS, THEN REMOVE AND PROVIDE (2) 95 STEEL BARS LONGITUDINALLY. CONCRETE EDGE REPAIRS DRILL 7/8" DIA. HOLE 2" AWAY FROM EXISTING REBAR W/ MORE THAN 15% LOSS & EMBED #5 STEEL DOWEL BAR 10" DEEP INTO EDGE OF CUT-OFF SLAB & ANCHOR W/ SIKADUR ANCHORFIX-1 EPDXY. NOTES. �0 VILL,q 1. FINAL FINISH OF SLABS SHALL BE SMOOTH SPONGED SANDY FINISH OR AS SP*O;-- / ON -SITE PER OWNER'S REQUIREMENTS. G F '9� 2. FOR ANY TENSION BAR, MAXIMUM CONCRETE COVER SHALL BE 2" & MINIMUA C�Zk 1.5 D TEMPERATURE/SHRINKAGE STEEL TO BE PLACED DIRECTLY UNDER TENSIONTE>�Li N°'6 3. ALL PRODUCT SUBSTITUTIONS MUST FIRST BE APPROVED BY THE ENGINEER. 4. ENGINEER SHALL BE IMMEDIATELY NOTIFIES CONCERNING ANY ENCOUNTERED �1SCRkPANCIES pp BETWEEN ACTUAL CONDITIONS & THIS DESIGN. ice % ST EROe,04f � MI[ �i�O�C •, FL R� Lf 1000 I N P-,V. Z, (P ATRIUM I CONCRETE REPAIR 2900 N AlA FORT PIERCE, FL BALCONY INSPECTION DETAILS 1835-20TH 6TREET _' VEROBEACH. FL32060 PH.(772)568-UD35 Is ENGINEERING, INC Fx. (772)n6 3617 m+E R-Pxn2)29]_M NDv,LTNG HMEERW nC5SCCIA�137M IT. CON311LTNC ENGWEEAWC G /]JPB R. PFR[[ R. - PN (III) 166-90.55 J09 NO. µ_-486 DESIGNED qy DRgWN qER. CHECKED DALE 7/5 4OF916 PAGE ¢ OF 9 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 J/ INCH (19 MM) CLEARANCE BETWEEN EXPOSED REBARS AND SURROUNDING CONCRETE OR 1; 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. ,111111 LLA { p1SE 24//�i �L RODIDEZVILLAMIZ 51 % SFLp Ft.�:E�.#61000 P�� I�ill(Q ATRIUM I CONCRETE REPAIR 2900 NAlA FORT PIERCE, FL BALCONY INSPECTION DETAILS �� �` J ///'(s giiv N��\ Y FX{(�$�3�? ENGINEERING,INC NOU eo V N ml UM A & SOCIA NEIBY Mfl R - Pi (321) 351-1510 OGNSM G 840G Q 03728 n. � R. - PH (M) 189-9055 1R pE51GNEO R. DRAM pE.R. CHECKED R.V. DATE 7/5/3018 PAGE 5 OF 9 i CLEANING AND REPAIR 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. 0*4 REINFORCIAG STEEL PATH CLEANING BACKSIDE OF CORRODED BARS NOZZLE 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 3/ IN. (19 MM) FROM EXISTING BARS. LAP LENGTHS SHALL BE DETERMINED IN ACCORDANCE WITH ACI 318, ALSO REFER TO CRSI AND AASHTO MANUAL. AFFECTED LENGTH LOSS OF SECTION SUPPLEMENTAL BAR REQUIRED LAP [�-- REQUIRED LAP — AFFECTED LENGTH V1LAM O: o. =C• N * • * ROD�I i �0 `• S ZEPON ATRIUM I BALCONY vlZil )Q \ �}13b\ CONCRETE REPAIR INSPECTION IM PH.("]2) 69 Obgs _ FX. Q]2) T 8-381] 2900 N AIA ENGINEERING, INC. DETAILS Rou 00� NLLAYRLR k �16 L R.— Isle FORT PIERCE, FL CORs11L1Wc QiwRSQtwCA ". c a 13728 rt. p� i< - pR (VA ng) �—S_gOW r Y SLAB WATER PROOFING 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. J. 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 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 FS633. ATRIUM' BALCONY CONCRETE REPAIR INSPECTION 2900 NA1A DETAILS FORT PIERCE, FL ASmCI m uO&ui R - m (321)'!SJ-I5f0 G 1372. R. p� R - M W2) Nd-9p55 VILLAMI, -E.#61000 SLAB FULL 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. EXIS77NG CONDITIONS 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 6. INSERT NEW BARS OF EQUAL DIAMETER NEXT TO A WHITE METAL FINISH. THOSE THAT HAVE DETERIORATED BY MORE THAN 15% 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 COA77NG 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 RATIO 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,,--11�711 �JlJHING OPERATIONS, ALLOW MATERIAL,TQ\r'•LWN II`JOKORDANCE WITH - MANUFACTURE u �- V%LL RECOMMEND "C-..DNS E,N-�a* 13. PROVIDE�ARCHITEC$(M�L; FINI$y,T, MREQUIRED=0=7HE ER* S .•.- I "/4"pl�J' ATRIUM I BALCONY VERO B0 �2i 96%-d IMIMBV P" NO DESIGNED RN. R.V. CONCRETE REPAIR INSPECTION 1108 ( D'S FX. (IJ2)T]8-3817 CHECK RN. CHECKED R.V. 2900 N A1A FORT PIERCE, FL DETAILS ENGINEERING, INC xON 6MI NWUIWi k p55 J37M NQBWxN[ R - PH (J11) 2V-151g rgxsuLnxc ENOxEFRIxD a pTxa IT_ pIDi3, fl _pry (np) �sg-g0.55 DATE 7/5/2016 ppcE 8 OF 9 EDGE AND SURFACE CONDITIONING OF CONCRETE BOUNDARY OF LOOSE AND RECOMMENDED DELAMINATED CONCRETE LAYOUT 4° 4 , 4 ° U Li ° 4 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 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 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 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. �\\Illllll//� 7. IF HYDRODEMOLITION ((S\\ EN/ LLq CEMENT AND PARTI LTI A 'ENS SLURRY MUST BE. 'AA� EDI, •'P FROM PREPARED Sl1RE3 1p p BEFORE SLURRY�ENS.No. S * *ROI[�FO \iwj I R i A •• IplEFe, P.E 00 'PO \ ATRIUM I BALCONY I ��A��t 1 VERO B�EnFjOkLpp9 Sb�\ I°EscxEo R.�Rm INSPECTION lrl Y P� =>564 hb95 I°xnw, AE.R. CONCRETE REPAIR s Fx.o���nR-ae�� ENGINEERING, INC "E`"`° R.M. 2900 N Al DETAILS "Ow earns x .Iw a ASS0=u xc�muum+c n - Pn (320 zv-Isla °ATE T/s/zaie FORT PIERCE, FL caxsuuwC FrvClrv[wwc cA /3T29 fL gspcE Fl. _ px cn2) a59-goss PAGE 9 OF 9