HomeMy WebLinkAbout2110-0381 A PLANSGENERAL NOTES:1. DESIGN CODEA. TO THE BEST OF THE DESIGN PROFESSIONALS KNOWLEDGE, THESE DOCUMENTS HAVE BEEN PREPARED WITH AND ARE IN COMPLIANCE WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS 553 AND 633 OF THE FLORIDA STATUTES. THESE DOCUMENTS MEET OR EXCEED THE REQUIREMENTS OF:B. 2020 FLORIDA BUILDING CODE, SEVENTH EDITION.2. DESIGN CRITERIAA. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE (ACI) 318 AND 332.B. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 318.3.DESIGN LOADSA. FLOOR DEAD LOAD:a. BALCONY STRUCTURE100 PSF (CONCRETE)• REINFORCED CONCRETE EDGE AND TOPPINGb. GUARDRAIL/HANDRAIL50 PLF OR 200 LBS IN ANY DIRECTION4.STRUCTURE SPECIFICATIONSA. BUILDING OCCUPANCY CATEGORY:IIB. CONSTRUCTION TYPE:V-BC. OCCUPANCY CLASSIFICATION:R-2D. WIND SPEEDa.ULTIMATE (LRFD) = 163 MPHb.ALLOWABLE (ASD) = 133 MPHE.WIND EXPOSURE CATEGORY:DF.ENCLOSURE CLASSIFICATION:ENCLOSEDG.INTERNAL PRESSURE COEFFICIENT:+/-0.18H.WIND-BORNE DEBRIS AREA:YESI.REFER TO DRAWINGS FOR STRUCTURE HEIGHT AND AREAJ.STRUCTURAL LOADS AND DESIGN PRESSURES LISTED IN THESE PLANS ARE SHOWN IN ALLOWABLE (ASD) UNLESS NOTED OTHERWISE. 3. PROJECT REQUIREMENTS:A. THE CONTRACTOR AND SUB-CONTRACTORS SHALL STRICTLY ADHERE TO ALL APPLICABLE CODES DURING THE COURSE OF CONSTRUCTION, INCLUDING ALL STATE, CITY AND COUNTY BUILDING, ZONING, ELECTRICAL, MECHANICAL, PLUMBING AND FIRE CODES, AS WELL AS ANY APPLICABLE HOMEOWNER ASSOCIATION REQUIREMENTS.B. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL NOTIFY THE DESIGN PROFESSIONAL OF RECORD OF ANY DISCREPANCIES OR CONFLICT WITH APPLICABLE CODES PRIOR TO CONSTRUCTION.C. THE ARCHITECT / ENGINEER SHALL NOT BE RESPONSIBLE FOR SAFETY PROCEDURES, THE MEANS AND METHODS OF CONSTRUCTION, TECHNOLOGIES OR THE FAILURE OF THE CONTRACTOR TO COMPLETE THE WORK IN ACCORDANCE WITH DRAWINGS, SPECIFICATIONS OR THE RELATED CODES.D. THE CONTRACTOR SHALL FULLY REVIEW ALL ITEMS CONTAINED IN THE DRAWINGS AND SHALL COORDINATE ALL DIMENSIONS, LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, EMBEDS, SLEEVES, ETC.E. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE ERECTION PROCEDURES AND SEQUENCING.F. NOTES, DETAILS, AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW GENERAL REQUIREMENTS THROUGHOUT. "TYPICAL" DETAILS SIMPLY REFER TO ALL CONDITIONS TREATED SIMILARLY. CONTRACTOR SHALL MAKE MINOR MODIFICATIONS TO ACCOMMODATE MINOR SIMILAR VARIATIONS.G. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES OR MODIFICATIONS WITHOUT EXPRESSED WRITTEN APPROVAL OF THE ENGINEER OF RECORD IN ADVANCE.CONCRETE:1. CONCRETEA. ALL WORK SHALL BE MIXED, PLACED, AND CURED IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE ACI 318.B. CONCRETE SHALL HAVE THE FOLLOWING SPECIFICATIONS UNLESS NOTED OTHERWISE:AREA STRENGTH (PSI) SLUMP AGGREGATE SIZECOLUMN/BEAM 4,000 PSI (28 DAYS) 4"-6" 3/4" - 2"BALCONY 4,000 PSI (28 DAYS) 4"-6" 3/4" - 2"C. GENERAL CONTRACTOR SHALL SUBMIT MIX DESIGN TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO PLACING ANY CONCRETE.D. MATERIAL FOR CONCRETE SHALL CONFORM TO THE FOLLOWING:a. PORTLAND CEMENT - ASTM C150b. AGGREGATES: COURSE AGGREGATE: ASTM C33, LIGHTWEIGHT: ASTM C330, FINE: ASTM C33E. WATER SHALL BE FREE OF CONTAMINANTS, CLEAN AND POTABLE.F. WATER SHALL NOT BE ADDED TO THE MIX ONSITE UNLESS SPECIFICALLY APPROVED IN THE MIX DESIGN SPECIFICATIONS PER THE SPECIFIED VOLUME.G. ADMIXTURES SHALL CONFORM TO THE MIX DESIGN.2. REINFORCINGA. REINFORCING SHALL HAVE GRADE IDENTIFICATION MARKS AND SHALL CONFORM TO ASTM A615, GRADE 60.B. REINFORCING SHALL BE FREE OF RUST, SCALE OR OTHER BOND REDUCING COATINGS.C. REINFORCING SHALL BE PLACED IN CONCRETE TO PROVIDE MINIMUM COVERAGE IN ACCORDANCE WITH ACI 318 OR AS INDICATED IN THE DRAWINGS.a. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH - 3"b. CONCRETE EXPOSED TO EARTH OR WEATHER - 1.5"c. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND - 3/4"D. MINIMUM LAP SPLICE (UNLESS NOTED OTHERWISE)BAR SIZE MASONRY CONCRETE 1500 PSI 2000 PSI 3000 PSI 4000 -5000 PSI#4 24" 21" 27" 15"#5 30" 26" 21" 19"#6 36" 31" 26" 22"#7 42" 46" 37" 32"#8 48" 53" 43" 37"E. ACCURATELY PLACE AND SUPPORT REINFORCING WITH CHAIRS, BAR SUPPORTS, SPACERS, OR HANGERS AS RECOMMENDED BY ACI DETAILING MANUAL.F. PLACE (1) ONE ACI STANDARD LAP SPLICE BAR, OF THE SAME SIZE AS FOUNDATION REINFORCING, LOCATED AT THE OUTSIDE BAR OF FOUNDATION CORNERS.SCOPE OF WORK:1. REMOVE COATINGS TO VERIFY IF CONCRETE IS LOOSE OR JUST THE TOPPING.2. REPAIR DAMAGED AREAS PER PLAN AND SPECIFICATIONS.OFPROJECT NO:ISSUE DATE:COL 3:12-17STATUS:DRAWN BY:REVIEWED BY:1555 INDIAN RIVER BLVD., SUITE B-145VERO BEACH, FL 32960772.360.4998INFO@SCHLITTENGINEERING.COMCA# 32295Design Professional’s electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent modification, corruption, or unauthorized use of such document. To verify the validity or applicability of the seal or signature, contact Design Professional.TERENCESCHLITTRP EENIGNELNOISSEFO ARAIDFOLEENSLCINo. 81238STATE OFR
This item has been digitally signed and sealed by Terence Schlitt on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.9/17/2021 5:48:22 PMS0.1General Notes21J044CONCRETE RESTORATIONSand Dollar Shores08/19/2021AMTS7440 S OCEAN DRIVEPERMIT SETJENSEN BEACH, FLST. LUCIE COUNTY, 3495781Sept. 17, 2021Sheet ListPage No Sheet Name Sheet Number1 General Notes S0.12 General Notes S0.23 Fourth Floor Catwalk S1.14 Fifth Floor Catwalk S1.25 Seventh Floor Catwalk S1.36 Unit Balconies S1.47 Unit Balconies S1.58 Details S2.1No. Description Date
3. CONCRETE REPAIR PRODUCTSA. CONCRETE REPAIR PRODUCTS SHALL BE MANUFACTURED BY SIKA CORPORATION. ALL MATERIALS SHALL BE APPLIED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. WHERE THE MANUFACTURERS INSTRUCTIONS CONFLICT WITH THIS DOCUMENT, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD PRIOR TO PLACING MATERIAL ORDERS.B. THE FOLLOWING PRODUCTS SHALL BE USED FOR STRUCTURAL REPAIRS:a. VERTICAL, HORIZONTAL, AND OVERHEAD SURFACES:SIKA 211 OR APPROVED EQUALb. CORROSION INHIBITOR AND BONDING AGENT:SIKA C110 EPOCEMc. EPOXY ADHESIVE:SIKA ANCHORFIX-1C. WATERPROOFING AND FINISHES: a. STUCCO:PER ASTM C926b. BALCONY WATERPROOFING TO BE PROVIDED BY CONTRACTOR AND APPROVED BY OWNER 4. CONCRETE REPAIRSA. ALL CONCRETE DEMOLITION AND REPAIRS SHALL BE IN ACCORDANCE WITH THE INTERNATIONAL CONCRETE REPAIR INSTITUTE.B. SAWCUT AROUND THE PERIMETER OF THE AREA TO BE REPAIRED IN A RECTANGULAR PATTERN. AVOID LEAVING ISLANDS OF SOUND CONCRETE DUE TO THE "ANODIC RING EFFECT" OF CORROSION. DO NOT CUT ANY REINFORCING STEEL. IF STEEL IS FOUND, REDUCE DEPTHS OF CUTS.C. REMOVE ALL DAMAGED AND UNSOUND CONCRETE. IF ACTIVE CORROSION IS FOUND ON REINFORCEMENT, CONTINUE REMOVING CONCRETE UNTIL 6" OF CLEAN STEEL IS FOUND. REMOVE CONCRETE AROUND CORRODED STEEL TO A DEPTH OF 3/4". IF DAMAGED AREAS EXCEED ESTIMATED AREAS, CONTRACTOR SHALL NOTIFY ENGINEER FOR APPROVAL TO CONTINUE DEMOLITION.a. FOR "FULL DROP" OF BALCONY AREAS, DOCUMENT REINFORCEMENT FOUND AND LEAVE SECTIONS OF REMAINING STEEL FOR MINIMUM LAP SPLICES AT PERIMETER EDGES.D. CHIP CONCRETE SURFACES TO OBTAIN A SURFACE ROUGHNESS OF 1/4" (+-1/8"). SAWCUT AROUND THE EDGES FOR CLEAN LINES AT THE PERIMETER.E. CLEAN EXISTING REINFORCEMENT WITH POWER TOOLS TO REMOVE SCALE AND RUST. IF STEEL HAS LOST 20% OR MORE OF THE CROSS SECTIONAL AREA, ADDITIONAL REINFORCEMENT SHALL BE PROVIDED WITH A FULL LAP SPLICE OR DRILL AND DOWEL A NEW BAR (SAME SIZE) WITH 12" EMBEDMENT.F. AN ALTERNATE TO CLEANING EXISTING REINFORCEMENT IS FOR THE CONTRACTOR TO REPLACE EXISTING STEEL WITH NEW STEEL WITH THE SAME GRADE, DIAMETER, SPACING, AND LOCATION AS THE EXISTING STEEL. LAP SPLICE REQUIREMENTS SHALL BE FOLLOWED. G. WHEN DOWELING NEW BARS, HOLES SHALL BE LOCATED 2" AWAY FROM EXISTING BARS TO MINIMIZE SPALLING AND CRACKING OF EXISTING CONCRETE. FOLLOW EPOXY MANUFACTURERS REQUIREMENTS TO PREPARE HOLES.5. CONCRETE PLACEMENT A. COAT ALL REINFORCING WITH A CORROSION INHIBITOR PRIOR TO PLACING NEW CONCRETE.B. COAT SURFACES OF CONCRETE TO RECEIVE NEW CONCRETE WITH A BONDING AGENT PRIOR TO APPLICATION OF NEW CONCRETE.C. FORMWORK SHALL MEET THE GUIDELINES OF THE "CONCRETE FORMING DESIGN AND CONSTRUCTION GUIDE" FROM THE AMERICAN PLYWOOD ASSOCIATION.a. FORMWORK, SHORING AND RESHORES SHALL REMAIN IN PLACE FOR 14 DAYS MINIMUM, OR WHEN TEST RESULTS REACH 98% OF SPECIFIED COMPRESSIVE STRENGTH.D. MECHANICAL MIXING TIME SHALL BE 3-5 MINUTES. CONTRACTOR SHALL NOT ADD MORE WATER THAN RECOMMENDED BY MANUFACTURER. ONLY MIX PROPER AMOUNT OF MATERIAL THAT CAN BE APPLIED WITHIN 10 MINUTES.E. APPLY FRESH MORTAR OR READY MIX CONCRETE TO THE BOND COAT ACCORDING TO MANUFACTURERS RECOMMENDATION.F. CONSOLIDATE CONCRETE THOROUGHLY DURING CONCRETE OPERATIONS.G. CURE CONCRETE FOR FIVE DAYS TO MINIMIZE SHRINKAGE CRACKS. EVAPORATION RETARDER MAY BE NECESSARY IN HOT, WINDY CONDITIONS. IF BURLAP MATERIAL IS USED, CONTRACTOR SHALL ENSURE WIND DOES NOT REMOVE MATERIAL.H. FINISHES SHALL MATCH EXISTING PROFILES. CONTRACTOR SHALL APPLY WATERPROOFING AND FLOOR FINISHES PER MANUFACTURES RECOMMENDATION. STUCCO REPAIRS SHALL HAVE A BONDING AGENT AT THE EXISTING SURFACES AND SHALL BE MINIMUM TWO COAT MASONRY CEMENT:SAND MIXTURE AT 1:3 RATIO.GRIND FLUSH W/ SURROUNDINGS SURFACE AFTER REPAIRSEXPOSE A MIN. OF 6" OF NON-CORRODED REINF.EXIST REINF. TO REMAIN IF 60% OF ORIGINAL DIAMETER IS INTACT, OTHERWISE SUPPLEMENT W/ NEW REINF.LOOSE, SPALLED OR DAMAGED CONCRETE TO BE REPAIREDSAW CUT AROUND PERIMETEROF REPAIR AREA & ROUGHEN EDGESEXIST. REINFORCED CONCRETE COLUMNUNDERCUT EXIST. REINF. 3/4" & POWER TOOL CLEAN & PAINT EXIST. CORRODED BARSOFPROJECT NO:ISSUE DATE:COL 3:12-17STATUS:DRAWN BY:REVIEWED BY:1555 INDIAN RIVER BLVD., SUITE B-145VERO BEACH, FL 32960772.360.4998INFO@SCHLITTENGINEERING.COMCA# 32295Design Professional’s electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent modification, corruption, or unauthorized use of such document. To verify the validity or applicability of the seal or signature, contact Design Professional.TERENCESCHLITTRP EENIGNELNOISSEFO ARAIDFOLEENSLCINo. 81238STATE OFR
This item has been digitally signed and sealed by Terence Schlitt on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.9/17/2021 5:48:22 PMS0.2General Notes21J044CONCRETE RESTORATIONSand Dollar Shores08/19/2021AMTS7440 S OCEAN DRIVEPERMIT SETJENSEN BEACH, FLST. LUCIE COUNTY, 3495782Sept. 17, 20213/4" = 1'-0"S0.2Column Repair1No. Description Date
N2'x8"x4" COL. REPAIRSurface Repair Underside RepairSealantEdge RepairColumn RepairBeam Repair Wall Repair KEYITEMOFPROJECT NO:ISSUE DATE:COL 3:12-17STATUS:DRAWN BY:REVIEWED BY:1555 INDIAN RIVER BLVD., SUITE B-145VERO BEACH, FL 32960772.360.4998INFO@SCHLITTENGINEERING.COMCA# 32295Design Professional’s electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent modification, corruption, or unauthorized use of such document. To verify the validity or applicability of the seal or signature, contact Design Professional.TERENCESCHLITTRP EENIGNELNOISSEFO ARAIDFOLEENSLCINo. 81238STATE OFR
This item has been digitally signed and sealed by Terence Schlitt on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.9/17/2021 5:48:22 PMS1.1Fourth Floor Catwalk21J044CONCRETE RESTORATIONSand Dollar Shores08/19/2021AMTS7440 S OCEAN DRIVEPERMIT SETJENSEN BEACH, FLST. LUCIE COUNTY, 3495783Sept. 17, 20211" = 10'-0"S1.1Bldg. A Fourth Floor1N.T.S.Repair LegendNo. Description Date
NSurface Repair Underside RepairSealantEdge RepairColumn RepairBeam Repair Wall Repair KEYITEMOFPROJECT NO:ISSUE DATE:COL 3:12-17STATUS:DRAWN BY:REVIEWED BY:1555 INDIAN RIVER BLVD., SUITE B-145VERO BEACH, FL 32960772.360.4998INFO@SCHLITTENGINEERING.COMCA# 32295Design Professional’s electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent modification, corruption, or unauthorized use of such document. To verify the validity or applicability of the seal or signature, contact Design Professional.TERENCESCHLITTRP EENIGNELNOISSEFO ARAIDFOLEENSLCINo. 81238STATE OFR
This item has been digitally signed and sealed by Terence Schlitt on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.9/17/2021 5:48:22 PMS1.2Fifth Floor Catwalk21J044CONCRETE RESTORATIONSand Dollar Shores08/19/2021AMTS7440 S OCEAN DRIVEPERMIT SETJENSEN BEACH, FLST. LUCIE COUNTY, 3495784Sept. 17, 20211" = 10'-0"S1.2Bldg. A Fifth Floor1N.T.S.Repair LegendNo. Description Date
NSurface Repair Underside RepairSealantEdge RepairColumn RepairBeam Repair Wall Repair KEYITEMOFPROJECT NO:ISSUE DATE:COL 3:12-17STATUS:DRAWN BY:REVIEWED BY:1555 INDIAN RIVER BLVD., SUITE B-145VERO BEACH, FL 32960772.360.4998INFO@SCHLITTENGINEERING.COMCA# 32295Design Professional’s electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent modification, corruption, or unauthorized use of such document. To verify the validity or applicability of the seal or signature, contact Design Professional.TERENCESCHLITTRP EENIGNELNOISSEFO ARAIDFOLEENSLCINo. 81238STATE OFR
This item has been digitally signed and sealed by Terence Schlitt on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.9/17/2021 5:48:22 PMS1.3Seventh Floor Catwalk21J044CONCRETE RESTORATIONSand Dollar Shores08/19/2021AMTS7440 S OCEAN DRIVEPERMIT SETJENSEN BEACH, FLST. LUCIE COUNTY, 3495785Sept. 17, 20211" = 10'-0"S1.3Bldg. A 7th FL1N.T.S.Repair LegendNo. Description Date
4' TALL COL. REPAIR2 LF OF SEALANT AT SGD SILLSurface Repair Underside RepairSealantEdge RepairColumn RepairBeam Repair Wall Repair KEYITEMOFPROJECT NO:ISSUE DATE:COL 3:12-17STATUS:DRAWN BY:REVIEWED BY:1555 INDIAN RIVER BLVD., SUITE B-145VERO BEACH, FL 32960772.360.4998INFO@SCHLITTENGINEERING.COMCA# 32295Design Professional’s electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent modification, corruption, or unauthorized use of such document. To verify the validity or applicability of the seal or signature, contact Design Professional.TERENCESCHLITTRP EENIGNELNOISSEFO ARAIDFOLEENSLCINo. 81238STATE OFR
This item has been digitally signed and sealed by Terence Schlitt on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.9/17/2021 5:48:22 PMS1.4Unit Balconies21J044CONCRETE RESTORATIONSand Dollar Shores08/19/2021AMTS7440 S OCEAN DRIVEPERMIT SETJENSEN BEACH, FLST. LUCIE COUNTY, 3495786Sept. 17, 20211/8" = 1'-0"S1.4Bldg. A Unit 62611/8" = 1'-0"S1.4Bldg. A Unit 7252N.T.S.Repair LegendNo. Description Date
Surface Repair Underside RepairSealantEdge RepairColumn RepairBeam Repair Wall Repair KEYITEM1 CF BEAM REPAIR3 LF EDGEOFPROJECT NO:ISSUE DATE:COL 3:12-17STATUS:DRAWN BY:REVIEWED BY:1555 INDIAN RIVER BLVD., SUITE B-145VERO BEACH, FL 32960772.360.4998INFO@SCHLITTENGINEERING.COMCA# 32295Design Professional’s electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent modification, corruption, or unauthorized use of such document. To verify the validity or applicability of the seal or signature, contact Design Professional.TERENCESCHLITTRP EENIGNELNOISSEFO ARAIDFOLEENSLCINo. 81238STATE OFR
This item has been digitally signed and sealed by Terence Schlitt on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.9/17/2021 5:48:22 PMS1.5Unit Balconies21J044CONCRETE RESTORATIONSand Dollar Shores08/19/2021AMTS7440 S OCEAN DRIVEPERMIT SETJENSEN BEACH, FLST. LUCIE COUNTY, 3495787Sept. 17, 2021N.T.S.Repair Legend1/8" = 1'-0"S1.5Bldg. A Unit 12311/8" = 1'-0"S1.5Bldg. A Unit 22321/8" = 1'-0"S1.5Bldg. A Unit 4233No. Description Date1 Revision #1 08/19/2021
(E) REIN. TO REMAINSAWCUT PERIMETER OF REPAIR AND ROUGHEN EDGES PER NOTESREMOVED DAMAGED CONC. PER NOTES0' - 6"0' - 6"UNDERCUT (E) REIN. 3/4" & CLEAN/TREAT PER NOTESEXPOSE 6" MIN. OF CLEAN STEELBALCONY SLAB EDGE TO BE SAW CUT & REPAIRED PER SPECS TOP OF EXIST. BALCONY SLABEXIST. REINF. TO REMAIN CLEAN & PRIME AS PER SPEC'S+/- 6"+/- 1' - 0"CREATE FORMED DRIP EDGECUT TIP OF EXIST. REIN., REMOVE CORROSION, COAT CONCRETE AND STEEL WITH BONDING AGENT AND CORROSION INHIBTOR, WATERPROOF SURFACE, ADD FINISHES TO MATCH EXSITING AREA.TOP OF EXIST. BALCONY SLAB1 1/2"RUST SPOT AT SURFACETOP SURFACE AND UNDERSIDE RUST SPOT REPAIRS ARE SIMILAREXPOSE A MIN. OF 6" OF CLEAN STEEL. UNDERCUT BARS AND ROUGHEN CONCRETE SURFACE, REMOVE CORROSION FROM EXISTING REINFORCING BARS, COAT CONCRETE AND STEEL WITH BONDING AGENT AND CORROSION INHIBITORDWEXISTING BEAMEXISTING CONCRETE SLABFOLLOW NOTES FOR CONCRETE SPECIFICATIONSIF NO STIRRUPS ARE FOUND CONTRACTOR SHALL NOTIFY ENGINEER FOR ATTACHMENT DETAIL OFPROJECT NO:ISSUE DATE:COL 3:12-17STATUS:DRAWN BY:REVIEWED BY:1555 INDIAN RIVER BLVD., SUITE B-145VERO BEACH, FL 32960772.360.4998INFO@SCHLITTENGINEERING.COMCA# 32295Design Professional’s electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent modification, corruption, or unauthorized use of such document. To verify the validity or applicability of the seal or signature, contact Design Professional.TERENCESCHLITTRP EENIGNELNOISSEFO ARAIDFOLEENSLCINo. 81238STATE OFR
This item has been digitally signed and sealed by Terence Schlitt on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.9/17/2021 5:48:22 PMS2.1Details21J044CONCRETE RESTORATIONSand Dollar Shores08/19/2021AMTS7440 S OCEAN DRIVEPERMIT SETJENSEN BEACH, FLST. LUCIE COUNTY, 3495788Sept. 17, 20213/4" = 1'-0"S2.1Surface Repair (Overhead Similar)13/4" = 1'-0"S2.1Edge Repair23/4" = 1'-0"S2.1Rust Spot Repair31" = 1'-0"S2.1Beam Repair Detail4No. Description Date1 Revision #1 08/19/2021