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Home My WebLink Aboutupdated plansL 121'-0" UNIT 315 (UNIT 1 BALCONY PLAN EX15T ALUM RAILING TO REMAIN N.T.5. EX15T ALUM RAILING TO REMAIN UNIT 415 (UNIT 315 CLG) - BALCONY PLAN N.T.5. ;mull r:i :_r EX15T ALUM RAILING TO REMAIN 121'-0" UNIT 515 (UNIT 415 CLG) - BALCONY PLAN N.T.S. PARTIAL DEPTH SURFACE 5PALL TO BE REPAIRED EX15T ALUM RAILING TO REMAIN 121'-O" UNIT 615 (UNIT 515 CLG) - BALCONY PLAN N.T.S. UNIT 811 - BALCONY PLAN GEILIN6 5PALL TO BE REPAIRED, SEE NOTES POWER TOOL GLEAN 4 COAT EXIST REINF BAR A5 PER SPECS SECTION BALCONY EDGE ® ROOF SLAB TO BE REPAIRED EX15T HURRICANE 5HATER5 TO BE REMOVED d RE -INSTALLED AS REOV TO REPAIR BALCONY E06E EX15T ALUM RAILIN6 TO REMAIN N.T.5. EX15T b" GMU PARAPET WALL TO REMAIN EXIST 14" THICK GONG ROOF SLAB SEE SHORING DIAGRAM N.T.5. NOTE: I. SHORE BALCONY EDGE A5 PER SNORING DIAGRAM 2. REPAIR E06E IN 2'-0" SECTIONS SLAB EDGE TO BE REPAIRED 1/2" PLWYD 4 2x6 FORM BOARDS 5IEGTI ELEVATION SHORING DIAGRAM NOTES: N.T.5. I. P05T SHORES TOP AND BASE PLATES SHALL BE SECURED WITH (4) 1/4" x3" HD 5GREW5 OR TAPGON5 A5 APPLICABLE. 2. 5EQUENGE WORK TO REPAIR d SHORE ALTERNATE BALCONIES. SURFACE PREPARATION I. HORIZONTAL 5URFACE5 A. CHIP OUT L005E CONCRETE WITHIN THE MARKED AREAS AND DETERMINE DEPTH OF REINFORGIN6 STEEL. SAW CUT AROUND PERIMETER OF THE REPAIR IN A RE6TAN6ULAR PATTERN TO A DEPTH OF A I/2 INCH OR LE55 TO AVOID CUTTING THE STEEL. B. REMOVE THE CONCRETE WITHIN THE SAW CUT AREA WITH HAND CHIPPER TO EXP05E THE CORRODED REINFORGIN67 STEEL AND TO REMOVE FRACTURED OR UNSOUND CONCRETE IN ACCORDANCE WITH THE RECOMMENDATIONS FROM "IGRI". CHIP SURFACES TO OBTAIN A SURFACE ROU&HNE55 PROFILE OF 1/6 INCH 01/Ib). WHERE ACTIVE BAR CORP05ION 15 FOUND CONTINIE GHIPPIN5 TO A DEPTH OF 3/4 INCH MIN CLEARANCE BELOW CORRODED BARS. MAKE ADDITIONAL SAW CUTS AND CHIP AS REQUIRED TO EXPAND THE REPAIR AREA EFFECTIVELY "CHASE" THE CORROSION FOR APPROXIMATELY b INCHES BEYOND ALL ACTIVE CORROSION. WHERE BAR COW05ION 15 LIMITED TO NORMAL MILL SCALE AND SURFACE OXIDATION AND LE55 THAN 1/2 OF THE BAR DIAMETER 15 EXP05FD WITH REMAININ6 GONGRETE FULLY BONDED, UNDERGUTTIN6 THE BAR 15 NOT REQUIRED. IF THE EXTENT OF CONCRETE DAMAGE EXTEN05 BEYOND THE ESTIMATED AREA, NOTIFY THE OWNER OR EN61NEER BEFORE PROGEEDIN6. 2. VERTICAL AND OVERHEAD 5URFAGE5 A. VERTICAL AND OVERHEAD SURFACES SHALL BE PREPARED IN A 51MILAR MANNER TO HORIZONTAL 9URFAGE5 DE56RI13ED IN PLAN. THE GONTRAGTOR SHALL VERIFY THE AMOUNT OF CONCRETE COVER OVER REINFORGIN6 STEEL AND SHALL REDUCE THE DEPTH OF 5AWOUTTIN5 AGGORDIN15LY TO AVOID GUTTING ANY 13AR5. 3. IMMEDIATELY AFTER CLEANIN6 AND REPLACEMENT OF REINFORGI% STEEL, APPLY TWO GOATS OF CORROSION INHIBITOR PER MANUFACTURER5 SPECIFICATIONS. CONCRETE PLACEMENT I. INSTALL FORMWORK AS REQUIRED FOR E06E AND FULL DEPTH REPAIRS. FORMWORK SHALL BE SHORED A5 NEGE55ARY AND FORMS SHALL REMAIN IN PLACE A MINIMUM OF 14 DAYS. 2.1300 THE REPAIR MATERIAL TO THE PREPARED AREA WITH ONE OF THE FOLLOWIN6 METHODS. A. APPLY BONDING A6ENT TO THE PREPARED GONGRETE SURFACE AGGORDIN6 TO THE MANUFACTURERS INSTRUCTIONS. B. PRESOAK SUBSTRATE TO A SATURATED SURFACE DRY CONDITION WITH NO 5TANDIN6 WATER. APPLY A SLURRY BOND GOAT OF THE REPAIR MATERIAL TO THE PREPARED AREA WITH A STIFF BRI5TLE BRUSH OR BROOM. DO NOT ALLOW THE SLURRY TO DRY PRIOR TO INSTALLATION OF THE REPAIR MATERIAL. DO NOT RETEMPER THI5 BOND COAT. 3. MEGHANIGAL MIXIN6 15 RECOMMENDED WITH THE USE OF A SLOW SPEED DRILL AND A JIFFLER TYPE PADDLE, OR IN AN APPROPRIATE MORTAR MIXER. TYPICAL MIXIN6 TIME 15 3-5 MINUTES. DO NOT ADD MORE WATER THAN 15 RECOMMENDED BY THE MANUFAGTURER. DO NOT MIX LONGER THAN 5 MINUTES. ONLY THAT PORTION OF MATERIAL THAT GAN BE PROPERLY MIXED WITHIN 10 MINUTES OF APPLICATION SHOULD BE MIXED. 4. APPLY FRESH MORTAR OR READY MIX CONCRETE TO THE BOND COAT. PLACE REPAIR MORTAR ACGORDIN6 TO MANUFACTURERS RECOMMENDATION5. 5. EVAPORATION RETARDER: WHERE RAPID SURFACE EVAPORATION MAY OCCUR, IN HOT, WINDY CONDITIONS, APPLY SPECIFIED EVAPORATION RETARDER AGGORDIN6 TO MANUFACTURERS RECOMMENDATIONS. 6. FINI5HIN6: COMPLETED REPAIR 5URFAGE5 SHOULD BE 5TRA16HT, TRUE AND MATCH EXISTING PROFILES. DO NOT OVER WORK THE 5URFAGE. 1. AFTER APPLICATION 15 COMPLETED AND REPAIR MATERIAL HAS SUFFIGIENTLY SET 50 RE50UNDIN6 WILL NOT DAMAGE IT, RE50M PATCHED AREA TO INSURE PROPER BONDING OF THE REPAIR MATERIAL. 6. ALL REPAIRED SURFACES MUST BE GURED FOR A MINIMUM OF 5 DAYS REINFORGIN6 PIYPJ GUT PARALLEL OR PERPENDICULAR TO SLAB E06E5 d WALLS _SLAB IN PLAN N.T.5. TYP.. ISLAND 0/0 AVOID PREFERRED AVOID COMPLEX REPAIR CONFI6URATION5, 51MPLIFY SHAPES AND ELIMINATE ISLANDS SURFACE PREPARATION GEOMETRY N.T.5. EX15T REINF. TO REMAIN 5PALLIN6 AREA TO BE REPAIRED REMOVE FULL DEPTH OF GONG, LEAVING EX15T REINF POWER TOOL GLEAN d PAINT ALL EX15T BARS EXPOSE A MIN. OF 6' OF NON -CORRODED REINF. SAW GUT AROUND PERIMETER OF REPAIR AREA t ROUGHEN E06E5 FULL OR PARTIAL DEPTH SLAB REPAIR N.T.5. KEY PLAN DESIGN CRITERIA FLORIDA BUILDIN6 GORE, ITH EDITION (2020) - EXI5TIN6 BUILDIN65 ROOF LOADS DEAD.......................................................................................20 P5F LIVE..........................................................................................20 P5F FLOOR LOADS DEAD GONGRETE 5LA13 ...........................................................150 PGF LIVE BALCONIES......................................................................b0 P5F PE546N CRITERIA PER A5GE I-Ib ULTIMATE Y;iND SPEED RE610N, *10......................110 MPH NOMINAL WIND SPEED RE610N, V(aed)....................132 MPH WIND BORNE DEBRIS RE61ON ENGLO5ED STRUCTURE BUILDIN6 HEIGHT < 140 FT ROOF PITCH FLAT < I° R15K GA1 CcORY 11 INTERNAL PiwF55URE GOEFF. 10.16 EXPOSURE D N.T.5. U� Z � 0, V W :3 N M 1, > - Q O' LU*- U L� Ny eM U z 0) o N W C p m t CV O €d� N `! j: C O RECEIVED MAY ) 3 701t Permitting Department St. Lucie county SCANNED SCOPE OF WORK I. THE SCOPE OF WORK 15 LIMITED TO THE GENERAL CONCRETE REPAIRS TO THE EAST FAGIN6 BALGONIE5 ® UNITS 215/315, 31D/415, 415/515, 515/615 4 611. STRUCTURAL NOTES I. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE EN61NEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 2. ALL CONSTRUCTION SHALL BE BRACED AND SHORED BY THE CONTRACTOR AS REQUIRED TO SAFELY PERFORM THE WORK. CONCRETE I. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE FOLLOWING: A.G.I. 301 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" LATEST EDITION. A.G.I. 316 BUILDING CODE REQUIREMENT5 FOR STRUCTURAL CONGRETE. I.G.R.I. "INTERNATIONAL CONCRETE REPAIR INSTITUTE" LATEST EDITION. 2. THE MINIMUM CONCRETE GOVERACE5 SHALL BE AS FOLLOWS: EXP05ED TO WEATHER 1 112" MIN. 3. PROVIDE qO DE6REE LAP SPLICES AT ALL INTERSECTIONS. 4. REINFORGIN6 SHALL BE LAPPED SPLICED AND TIED WITH THE FOLLOWING MINIMUM: #4 241N5 #5 301N5 #b 361N5 CONCRETE REPAIRS I. 5AWGUT AROUND THE PERIMETER OF THE AREA TO BE REPAIRED IN A REGTAN6ULAR PATTERN. GUTS SHALL BE MADE PARALLEL OR PERPENDIGULAR TO THE SLAB E06E5 A5 PER THE DETAILS SHOWN. DO NOT CUT ANY EXI5TIN6 REINFORGIN6 STEEL. IF STEEL 15 ENCOUNTERED REDUCE THE DEPTH OF CUT AS REQUIRED. 2. REMOVE ALL FRACTURED, L005E 4 UN50UND CONCRETE. CHIP SURFACES TO OBTAIN A 5URFAGE ROU6HNE55 OF 1/4" 4 109 PREPARE THE AREA 50 THAT THE SIDES ARE VERTICAL AND LEVEL. 3. WHERE ACTIVE CORROSION 15 FOUND, CONTINUE CHIPPING TO A DEPTH OF 3/4" AROUND REINFORCING 4. IF ACTIVE CORROSION OR UNSOUND OR FRACTURED CONCRETE EXTENDS BEYOND THE SAW GUT AREA, EXTEND THE REPAIR. AREA AS REQUIRED TO INCLUDE ALL ACTIVE CORROSION 4 UNSOUND CONCRETE. 5. EXI5TIN5 REINF. BARS SHALL BE POWER TOOL GLEANED OF ALL SCALE 4 RUST. BARS ARE TO BE REPLAGED IF EXHIBITS 6REATER THAN A 20% L055 OF 6RO55 SECTION WITH A BAR OF SAME 51ZE AND LAP OF 35 BAR DIAM OR IF LAP 5PLIGIN6 15 NOT P0551BLE A DOWEL OF SAME 51ZE SHALL BE EPDXY ANCHORED TO A DEPTH OF 12 BAR DIAM. b. ALL EXI5TIN6 REINFORGING STEEL WHICH CAN BE REMOVED BY HAND AFTER CONCRETE DEMOLITION 15 COMPLETED SHALL BE REPLACED WITH NEW BAR5 OF SAME DIAMETER 4 5PAGIN6 A5 THE ORIGINAL STEEL. 1. WHERE REPLACEMENT 15 NECESSARY THE EXISTING REINFORGIN6 STEEL SHALL BE GUT LEAVING A MINIMUM OF 35 BAR DIAMETERS EXTENDIN6 OUT FROM THE SOUND CONCRETE TO ALLOW FOR LAP 5PLIGIN6 OF NEW REINFORCEMENT. 6. WHEN DOWELIN6 NEW BARS NEXT TO EXI5TIN6 BARS, HOLES SHALL BE DRILLED A MIN. OF 2' APART FROM THE EXISTING BARS. CARE SHALL BE TAKEN TO DRILL PARALLEL TO THE EXI5TIN5 STEEL TO PREVENT 5PALLIN6 OF THE CONCRETE. DRILLED HOLES SHALL BE PER THE FASTENER MANUFACTURERS 5PEGIFIGATION5 AND FILLED WITH EPDXY. NEW DOWELS SHALL BE INSERTED TO THE FULL DEPTH. q. COAT ALL EXP05ED REINF BARS WITH CORROSION INHIBITOR PRIOR TO PLAGIN6 NEW CONCRETE. 10. CONCRETE REPAIR PRODUCTS SHALL BE AS PER 5PEG.5 11. ALL CONCRETE DEMOLITION SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE INTERNATIONAL CONCRETE REPAIR INSTITUTE CONCRETE REPAIR PRODUCTS 1. CONCRETE REPAIR MATERIALS 514ALL BE MANUFACTURED BY 51KA. ALL PROPRIETARY MATERIALS SHALL BE APPLIED IN 5TRIGT AGGORDANGE WITH THE MANUFACTURERS SPECIFICATIONS. WHERE THE MANUFACTURERS INSTRUCTIONS CONFLICT WITH THI5 SPECIFICATION, THE CONTRACTOR SHALL BRIN6 SUCH CONFLICTS TO THE ATTENTION OF THE OWNER PRIOR TO THE APPLICATION. ALL MATERIAL SHALL BE FROM A SINGLE MANUFACTURER. TO ASSURE COMPATIBILITY, MIXING AND MATGHIN6 OF VARIOUS PRODUCTS FROM DIFFERENT MANUFAGTURER5 15 NOT ALLOWED WITHOUT PRIOR APPROVAL. 2. THE FOLLOWING PRODUCTS SHALL BE USED AS DESCRIBED IN TH15 SPECIFICATION. STRUCTURAL REPAIR MORTARS: A. HORIZONTAL d VERTICAL SURFACES: 51KA 211 5GG PLUS B. C-ORRO510M INHIBITOR: 51KA ARMATEG 110 EPOGEM G. BONDIN6 A6ENT: 51KA ARMATEG 110 EPOGEM D. WATERPROOFING: a. BASE GOAT - 51KA6ARD FLEXCOAT (2) COMPONENT, POLYMER -MODIFIED, WATERPROOF, CEMENT BASED GOATIN6 SYSTEM b. TOP GOAT - 51KA6ARD FLEXCOAT ATG 51N6LE COMPONENT, WATER -BASED, ACRYLIC. c. COLOR AND TEXTURE TO MAT( N EXISTING SURROUNDING AREAS. 3. STUCCO REPAIR SHALL BE A MIN. TWO COAT MA50NRY GEMENT/5AND MIXTURE AT 1:3 RATIO IN ACCORDANCE WITH THE PORTLAND CEMENT A550GIATION "PORTLAND CEMENT (5TUCW) MANUAL. A. PORTLAND CEMENT IN ACCORDANCE WITH A5TM G15 B. MA50NPY GEMENT IN AGCORDANCE WITH A51-M Gql RECEIVED G. ALL E06E5 SHALL BE HAND STRUCK WITH NO METAL BEADS MAY 11 1021 ':rrnittieg Departmesr Coui�- :s: This drawing and design as shown Is the property of ML Engineering, Inc. Reproduction and/or use of this drawing or any content therein, without express consent or permission of this company Is prohibited, may constitute an Infringe- ment, and may be subject to legal action by MIL Engineering. Inc. H Q 0 O noo z J O `L m LU Q (� W Z P Cn Q M1- z LUW U ® d6i d �O U (J� 1 LU LO cn r C V W Cn Z �zQ LU I- v MZO z z z ®� O O = `' U CoLo m w m2 w Oa �Z REVISIONS: DATE: 1Q UNIT NUMBERS 5-10-21 ISSUE: DATE: FOR PERMIT 3-9-21 DATE: 3-9-21 DRAWN BY: jR CHECKED BY: INIL JOB No. 20-249A MICHAEL A. LUE, P.E. FLORIDA REG. #47520 SHEET NO: Sill1 OF SHEET I