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Home My WebLink AboutBalcony Plans, Details & SpecificationsTEMP WEATHER WALL NEW DECK GOATIN6 ® REPAIR AREA TO MAT(11 EXI5TIN6 EXI5TIN6 560 TO REMAIN .-0" SURFACE 5PALL i TO BE REPAIRED j t @ - EXI5TIN6 REINF TO BE POWER TOOL GLEANED S COATED I W/ CORROSION NHIBITOR l ! PROVIDE NEW #4 BAR5 LAPPED i IN EXIST, FULL L.E46TH OF 5PALL - EXI5TIN6 PT GABLE TO REMAIN PROVIDED A MIN OF I" CONCRETE GOVERA6E CAN BE MAINTAINED sj BALCONY PLAN - UNIT 918 N T5. NORTH DESIGN CRITERIA FLORIDA E)UILDIN6 CODE, bTH EDITION (2011) EXISTI16BUILDIN65 ROOF LOADS DEAD............................... . ............... .. ...N/A LIVE............ _.................... ............................. ......... .........N/A BALCONY FLOOR LOADS DEAD ....h5 P51F LIVE ......... ......... .............._40 P51F DE516N CRITERIA PER A5GE 7-10 ULTIMATE WIND SPEED RE610N, VIVID ......110 MPH NOMINAL WIND SPEED RE610N, V asid) ........152 MPH WIND BORNE DEBRIS RE6ION ENCLOSED STRUCTURE BUILDING FE16HT < 120 FT ROOF PITCH N/A R15K CATE60RY 11 INTERNAL PRESSURE COEFF. 10.0 EXP09M D VELOCITY PRESSURE, Qz 56.1 P5F SCOPE OF WORK I. SCOPE OF WORK 15 LIMITED TO THE SURFACE 5PALL REPAIR 0 UNIT qlb A5 PER PLAN. 2. ALL WORK SHALL BE INSPECTED BY THE ENGINEER OF RECORD 4 QUANNTIE5 VERIFIED PRIOR TO CONCRETE PLACEMENT. 3. CONTRACTOR SHALL NOTIFY MIL EN6INEERIN6 FOR ALL THRE5HOLD IN5PEGTION5 A MINIMUM OF 24 HOURS PRIOR TO INSPECTION. STRUCTURAL NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE ETOINEER OF ANY DI5CRE:PANGIE5 PRIOR TO CONSTRUCTION. 2. ALL CONSTRUCTION SHALL BE BRAGED 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.318 51JILDIN6 CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. I.C.R.I. "INTERNATIONAL CONCRETE REPAIR INSTITUTE" LATEST EDITION. REINFORCING STEEL 1. ALL REINFORGIN6 STEEL SHALL BE IN ACCORDANCE WITH A5TM A615 6RADE 60. 2. ALL BARS 511ALL BE COATED WITH A CORRO5ION INHIBITOR 3. SUPPORT BARS AND EN05 OF MAIN REINFORCIN6 BARS SHALL NOT EXTEND MORE THAN I'-b" PA5T OUTER M05T CHAIR OF SUPPORT BAR. 4. REINFORCIN6 CHAIRS SHALL BE PLASTIC, NON-CORRO5ION BAR SUPPORT 5. THE MINIMUM CONCRETE COVERAGE SHALL BE AS FOLLOWS: EXP05D TO WEATHER 1 1/2 INS 6. PROVIDE qO DEGREE LAP SPLICES AT ALL INTERSECTIONS. 1. REINFORCING SHALL BE LAPPED SPLICED AND TIED WITH THE FOLLOWIN6 MINIMUM: #4 241N5 ; #5 301N5 ; #b 361N5 SURFACE PREPARATION I. HORIZONTAL SURFACES A. CHIP OUT L005E CONCRETE WITHIN THE MARKED AREAS AND DETERMINE DEPTH OF REINFORCING STEEL. SAW CUT AROUND PERIMETER OF THE REPAIR IN A RECTAN(5ULAR PATTERN TO A DEPTH OF A 1/2 INCH OR LE55 TO AVOID GUTTING THE STEEL. B. REMOVE THE CONCRETE WITHIN THE SAW CUT AREA WITH HAND CHIPPER TO EXP05E THE CORRODED REINFORGINC75TEEL AND TO REMOVE FRACTURED OR UN50UW CONCRETE IN ACCORDANCE WITH THE RECOMMENDATIONS FROM "ICRI". CHIP SURFACES TO OBTAIN A SURFACE R0U6HNE55 PROFILE OF 1/& INCH (il/Ib). WHERE ACTIVE BAR GORRO51ON 15 FOUND CONTINUE CHIPPIN6 TO A DEPTH OF 3/4 INCH MIN GLEARANGE BELOW CORRODED BARS. MAKE ADDITIONAL SAW GUTS AND CHIP AS REQUIRED TO EXPAND THE REPAIR AREA EFFECTIVELY "CHASE" THE GORRO51ON FOR APPROXIMATELY 6 INCHES BEYOND ALL ACTIVE CORROSION. WHERE BAR CORROSION 15 LIMITED TO NORMAL MILL SCALE AND SURFACE OXIDATION AND LE55 THAN 1/2 OF THE BAR DIAMETER 15 EXPOSED WITH REMAININ6 CONCRETE FULLY BONDED, UNDERCUTTIN6 THE BAR 15 NOT REQUIRED. IF THE EXTENT OF CONCRETE DAMAGE EXTENDS BEYOND THE ESTIMATED AREA, NOTIFY THE OWNER OR ENGINEER BEFORE PROGEDIN6. 2. IMMEDIATELY AFTER GLEANING AND REPLACEMENT OF REINFORGI% STEEL, APPLY TWO COATS OF CORROSION INHIBITOR PER MANUFACTURER'S SPECIFICATIONS. CONCRETE PL.ACEhAENI T I. BOND THE REPAIR MATERIAL TO THE PREPARED AREA WITH ONE OF THE FOLLOWIN6 METHODS. A. APPLY BONDING AGENT TO THE PREPARED CONCRETE 5URFAGE ACCORDING TO THE MANIFAGTURER5 INSTRUCTIONS. B. PRE:50AK 51,185TRATE 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 BRISTLE BR15H OR BROOM. DO NOT ALLOW THE SLURRY TO DRY PRIOR TO INSTALLATION OF THE REPAIR MATERIAL. DO NOT RETEMPER TH15 BOND COAT. 2. MEGHANIGAL MIXIN6 15 RECOMMENDED WITH THE USE OF A SLOW SPEED DRILL AND A JIFFLE3R 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 MANUFACTURER. 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. 3 APPLY FRESH MORTAR OR READY MIX CONCRETE TO THE BOND GOA KEY PLAN N.T.S. NORTH TYR 15L W AVOID PREFERRED AVOID COMPLEX REPAIR CONFI6URATION5, 51MPLIFY 5HAPE-5 AND ELIMINATE 15LAND5 SURFACE PREPARATION GEOMETRY L 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 Engln®aring, Inc. R 3 f is 4 Y 's t +ull q . f .li�. f y. " T. PLACE REPAIR MORTAR ACCORDING TO MANUFAGTURER5 RECOMMENDATIONS. 4. EVAPORATION RETARDER. WHERE RAPID 5URFACE EVAPORATION MAY OCCUR, IN HOT, WINDY CONDITIONS, REINFORCING (TYP) APPLY SPECIFIED EVAPORATION RETARDER AGGORDIN6 TO MANUFACTURERS RECOMMENDATIONS. 5. FINISHING: COMPLETED REPAIR SURFACES SHOULD BE 5TRAI6HT, TRUE AND MATCH EXI5TIN6 PROFILES. GUT PARALLEL OR DO NOT OVER WORK THE SURFACE. v PERPENDICULAR TO m 6. AFTER APPLICATION 15 COMPLETED AND REPAIR MATERIAL HAS SUFFICIENTLY SET 50 RE50UNDIN6 WILL 51AB E06E5 8 WALL5 0 a Z NOT DAMAGE IT, RESOUND PATCHED AREA TO INSURE PROPER BONDIN6 OF THE REPAIR MATERIAL. Y 1. ALL REPAIRED %RFACE5 MUST BE CURD FOR A MINIMUM OF 5 DAYS. ISSUE: DATE: N CONCRETE REPAIR FOR PERMIT 5-27-20 1. 5AWCUT AROUND THE PERIMETER OF THE AREA TO BE REPAIRED IN A RE:CTAN6ULAR PATTERN. CUT5 5HALL BE MADE PARALLEL OR PERPENDICULAR TO THE SLAB D6E5 A5 PER THE DETAILS SHOWN. DO NOT CUT ANY EXI5TIN6 REINFORCIN6 STEEL. IF STEEL 15 ENCOUNTERED REDUCE THE DEPTH OF GUT A5 REQUIRED. 2. REMOVE ALL FRACTURED, L005E AND UN5OUN0 CONCRETE. CHIP 51JRFACE5 TO OBTAIN A SURFACE ROU6HNE55 OF 1/4" (t I/8") PREPARE THE AREA 50 THAT THE SIDES ARE VERTICAL AND LEVEL. 3. WHERE ACTIVE CORRO5ION 15 FOUND, CONTINUE GHIPPIN6 TO A DEPTH OF 3/4" AROUND REINFORCING. SLAB IN PLAN 4. IF ACTIVE CORROSION OR UN50M OR FRACTURED CONCRETE EXTENDS BEYOND THE SAW CUT AREA, ---- - EXTEND THE REPAIR AREA A5 REQUIRED TO INCLUDE ALL ACTIVE GORRO51ON AND UNSOUND CONCRETE. REVISIONS: DATE: 5. EXI5TIN6 REINF. BARS SHALL BE POWER TOOL GLEANED OF ALL SCALE AND RUST. BARS ARE TO BE REPLACED IF EXHIBITS 6REATER THAN A 20% L055 OF CRO56 SECTION WITH A BAR OF SAME SIZE AND LAP OF 35 BAR DIAM OR IF LAP 5PLICINC715 NOT P055113LE A DOWEL OF SAME 51ZE SHALL BE EPDXY AN(HORD TO A DEPTH OF 12 BAR DIAM. �8 6. ALL EXISTING REINFORGIN6 STEEL WHICH CAN BE REMOVED BY HAND AFTER CONCRETE DEMOLITION 15 COMPLETED SHALL BE REPLACED WITH NEW BARS OF SAME DIAMETER AND 5PACIN6 AS THE ORI6INAL STEEL. 1. WHERE REPLACEMENT 15 NECESSARY THE EXI5TIN6 REINFORGIN6 STEEL SHALL BE CUT LEAVIN6 A MINIMUM OF 35 BAR DIAMETERS EXTENDING OUT FROM THE SOUND CONCRETE TO ALLOW FOR LAP 5PLIGIN6 OF NEW REINF. 8. WHEN DOWEUN6 NEW 5AR5 NEXT TO EXI5TIN6 BARS, HOLES SHALL BE DRILLED A MIN. OF 2" APART FROM THE EXI5TIN6 BARS. CARE SHALL BE TAKEN TO DRILL PARALLEL TO THE EXISTING STEEL TO PREVENT 5PALLIN6 FOR ISSUE DATE: 5 27 20 FILL D THE CONCRETE. EPDXY. NEW DOWELS SHALL B INSERTED ASTE O THE FULL MADE TUBERS SPECIFICATIONS AND `*ODE , 'm,, s LIANC+E q. GOAT ALL EXPOSED REINF BARS WITH GORRO51ON INHIBITOR PRIOR TO PLACING NEW CONCRETE. STD` '' -OUNTY DRAWN BY: TR 10. CONCRETE REPAIR PRODUCTS SHALL BE A5 PER SPECS. G/ 11. ALL CONCRETE DEMOLITION SHALL BE IN ACCORDANCE WITH THE REGOMMENDATION5 OF THE INTERNATIONAL "'C CHECKED BY: ML CONCRETE REPAIR INSTITUTE. CONCRETE REPAIR PRODUCTS f y.�i JOB No. 20-1 61 I. CONCRETE REPAIR MATERIALS SHALL BE MANUFACTURED BY BASF. ALL PROPRIETARY MATERIALS SHALL BE APPLIED IN STRICT ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. WHERE THE MANUFACTURERS SEAL INSTRUCTIONS CONFLICT WITH THI5 SPECIFICATION, THE CONTRACTOR SHALL BRING SUCH CONFLICTS TO THE ATTENTION OF THE OWNER PRIOR TO THE APPLICATION. ALL MATERIAL SHALL BE FROM A 51N5LE MANUFACTURER. TO ASSURE COMPATIBILITY, MIXING AND MATCHING OF VARIOUS PRODUCTS FROM DIFFERENT FJJEGo y' ` MANUFACTURERS 15 NOT ALLOWED WITHOUT PRIOR APPROVAL. rd THE FOLLOWIN6 PRODUCTS SHALL BE USED AS DESCRIBED IN T14I5 SPECIFICATION. zr_ 2. 5TRUGTURAL REPAIR POURABLE d PATCH MORTARS: �-ISC: A. VERTICAL 4 HORIZONTAL FORM 4 POUR MA5TEREMACO 5440 B. HORIZONTAL PATCH IO61EX G. SEALANT MA5TER5EAL NP-I D. CORROSION INHIBITOR: MA5TEREMACO PI24 E. BONDING A6ENT: MA5TEREMACO PI24 MICHAEI. AyN.E. F. WATERPROOFIN6 GOATIN6: MA5TER5EAL TRAFFIC, 1500 FLORIDA Red'`.'00520 WATERPROOF COATING SHEET NO: I. SEAL ALL AROUND BALCONY DECKS ALONG W4LL5 AND DOOR THRESHOLDS WITH A MINIMUM 3/4 INCH CANT STRIP OF MA5TER5EAL NP-1• 2. PROVIDE A SATURATED affACE-DRY CONDITION ON ALL CONCRETE SURFACES TO RECEIVE THE COATING. NO FREE STANDIN6 HATTER ALLOWED ON CONCRETE SURFACE PRIOR TO INSTALLATION. 3. APPLY THE WATERPROOF @ASECOAT PER MANUFACTURERS 5PEGIFIGATION5. GOATIN6 SHALL COVER THE ! CANT STRIP AT ALL WALL ,JOINTS, AND 15 REQUIRED TO EXTEND UP THE WALL SURFACE A MINIMUM OF 2" AND 5HALL AL50 GOAT TIE OUTER VERTICAL E06E OF THE BALCONY SLAB. 4. AFTER SUFFICIENT CURE TIME, SURFACE DEFEGT5 SHALL BE REMEDIED AND FINAL FLOOR FIN15HB INSTALLED. OF ] SHEET