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Home My WebLink AboutConstruction PlansCAUTION! BEFORE STARTING CONCRETE REMOVALS, REVIEW EFFECT OF GENERAL RAL NOTES REMOVALS ON STRUCTURAL INTEGRITY. PROVIDE SHORING OF MEMBER(S) Q AS NECESSARY. PARTICULAR CARE SHALL BE EXERCISED AT SLAB/BEAM 1. REFERENCE MATERIALS: FLORIDA BUILDING CODE, 2020 EDITION WITH REVISIONS AND CONNECTIONS TO COLUMNS AND AT COLUMN EXCAVATIONS. SUPPLEMENTARY CODES AND STANDARDS REFERENCED THEREIN. 2. R FER TO THE CONCRETE AND WATERPROOFING REPAIR SPECIFICATIONS, METHOD A PREPARED SURFACE SEA PALMS CONDOMINIUM ASSOCIATION, INC. FOR DETAILS OF SCOPE OF 1 2 SAWCUT MAX OR TO RECEIVE REPAIR WORK, MA RIALS, AN GENERAL EPAIR ROCED RES. 2 LESS AS NECSSARY TO MATERIAL AVOID CUTTING 3. REPAIRS SHALL BE IN ACORDANCE WITH REPAIR SPECIFICATIONS AND STANDARDS SET FORTH BY REINFORCING STEEL THE INTERNATIONAL CONCRETE REPAIR INSTITUTE (ICRI) AND APPLICABLE AMERICAN CONCRETE — INSTITUTE (ACI-14). — PREPARED CONCRETE SURFACES OXIDIZED (CORRODED) BARS 3/4- CLEARANCE UNOXIDIZED TO RECEIVEEREFER TO & TIGHTLY PATCH NOTE5 — BONDED BARS SECTION THROUGH CONCRETE MEMBER v SECTION THROUGHT I REFERTO 7 CONCRETE MEMBER NOTE (�7 APPLICABLE TO HYDRODEMOLRON, HYDROMILLING, PNEUMATIC, HYDRAULIC AND ELECTRIC BREAKERS. APPLICABLE TO HORZ., VERT AND OVERHEAD LOCATIONS 4. REMOVE LOOSE OR DELAMINATED CONCRETE ABOVE DAMAGED OR OXIDIZED REINFORCING STEEL ONCE INITIAL REMOVALS ARE MADE, PROCEED WITH THE UNDERCUTTING OF ALL EXPOSED OXIDIZED (CORRODED) BARS. UNDERCUTTING WILL PROVIDE CLEARANCE FOR UNDER BAR CLEANING, FULL BAR CIRCUMFERENCE BONDING TO SURROUNDING CONCRETE, AND WILL SECURE THE PATCH STRUCTURALLY. 5. 6. 7 PROVIDE MINIMUM 3/4' CLEARANCE BETWEEN EXPOSED REBARS AND SURROUNDING CONCRETE OR 1/4' LARGER THAN LARGEST AGGREGATE IN REPAIR MORTAR, WHICH EVER IS GREATER. CONCRETE REMOVAL SHALL EXTEND ALONG THE BARS TO LOCATIONS ALONG THE BAR FREE OF BOND INHIBITING COROSION, AND WHERE THE BAR IS WELL BONDED TO SURROUNDING CONCRETE. MINIMUM EXPOSURE OF CLEAN STEEL IS 2' OF BAR. IF UNOXIDIZED 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. APPLICABLE TO HYDRODEMOLITON, HYDROMIWNG, PNEUMATIC, HYDRAULIC AND ELECTRIC BREAKERS. APPILCABLE TO HORZ., VERT AND OVERHEAD LOCATIONS 9. SANDBLAST STEEL REINFORCEMENT TO REMOVE BOND INHIBITING MATERIALS SUCH AS RUST. IF THE REINFORCEMENT BAR'S CROSS —SECTIONAL AREA HAS BEEN DIMINISHED BY 15% OR MORE, THE BAR WILL REQUIRE REPLACEMENT. MINIMUM LAP DISTANCE IS 40 TIMES THE BAR DIAMETER. WHERE UNABLE TO LAP THE FULL DISTANCE, REBAR MAY BE DOWLED A MINIMUM OF 4' INTO SOUND CONCRETE WITH EPDXY. 10. AT EDGE LOCATIONS PROVIDE APPROVED RIGHT ANGLE CUTS. AVOID FEATHERED EDGES. EDGE PREPERATION GUIDELINES PATCH CONFIGURATIONS SHOULD BE KEPT AS SIMPLE AS POSSIBLE. FOR EXAMPLE: PREFERED PREFERED 11. AFTER REMOVALS AND EDGE CONDITIONING ARE COMPLETE, REMOVE BOND INHIBITING MATERIALS (DIRT, CONCRETE SLURRY, LOSELY BONDED AGGREGATES). CHECK THE SURFACES AFTER CLEANING TO ENSURE THAT SURFACE IS FREE FROM ADDITIONAL LOOSE AGGREGATE, OR THAT ADDITIONAL DELAMINAMONS ARE NOT PRESENT. 12. PRIME AREAS TO RECEIVE REPAIR MORTAR WITH BONDING AGENT PER SPECIFICATION. 13. PATCHING MATERIAL TO BE POLYMER MODIFIED REPAIR MORTAR PER SPECIFICATION. 8. ANY REINFORCMENT WHICH IS LOOSE SHALL BE SECURED IN PLACE BY TYING TO OTHER UAUIIUN! 17trUKt JIAKIINU KtMUVALJ, KtVItW trrtGl Ur KtMUVALJ UN SECURED BARS OR BY OTHER APPROVED METHODS. STRUCTURAL INTEGRITY. PROVIDE SHORING OF MEMBER AS NECESSARY. PARTICULAR CARE SHALL BE EXERCISED AT SLAB/BEAM CONNECTIONS TO COLUMNS. TEMPORARY BARRIER WALL FOR REPAIRS 1/2' SAW CUT AT EXTERIOR PERIMETER (n?) REVISION HISTORY ID DATE DESCRIPTION DWG REV 0 02/10/21 Referenced 2020 FBC A 0 02/10/21 Referenced Sea Palms Condominium CC and WP Repair Spec A 4'-0' lk OF EXC CURTAIN WALL OR COLUMN PARTIAL DECK REPAIR (1YP) 3' DEPTH EXCAVATION EDGE REPAIR yietll�•.��II�(lyp) INTERIOR DECK OVERHEAD REPAIR (1YP) REPAIR IF REQUIRED 01 SEAL APPRCdVED`SY: TYPICAL SECTION THRU SLAB REPAIR SEE REPAIR SPECIFICATION FOR DETIALS -6JA p L.rEA1 DAVID COL-STfON, P.E. FL RED #5550 GENERAL CONCRETE REPAIR PROCEDURE 5 DATE:, 3�. AND SHORING 3200N.HWYAlA FORT PIERCE, FL 34949 I I AVATION TO 157- dN CROSS NOW JNLESS CURT BY ENGINEER I WALL MAX SHORINGI POST INSTALL —ATION � I SHORING POST INSTALLATION SHORING POST EXCAVATED INSTAL.CATION ?� • CONCRETE • O I .p 12° MAX .VW I I COLUMN EXCAVATION LIMITS I L BALCONY TYPICAL SHORING PLAIN CONSTRUCTION SHORING 1. SHORING REQUIRED AT THE ENGINEER'S DISCRETION AND DIRECTION OR WHERE EXCAVATED DECK EXCEEDS 25% OR 50 SFT. 2. ALL SHORES TO BE TELESCOPING STEEL SCREW JACKS WITH A RATED LOAD OF 5000 LBS MIN. WHEN EXTENDED TO 8' UNLESS OTHERWISE NOTED. 3. ALL SHORING TO BE PLACED AS DIRECTED BY THE ENGINEER AND PRIOR TO EXCAVATION. 4. AFTER INSTALLING SHORES, TIGHTEN, EACH SHORE TO HARD FIT PLUS 1/2 TURN. 5. SHORING POSTS SHALL NOT BE RELEASED UNTIL NEWLY INSTALLED REPAIRS HAVE CURED TO 95% DESIGN STRENGTH OR FOR A MINIMUM OF 14 DAYS, AT ENGINEER'S DIRECTION. REVIEWED FO CODE COMPLIA E ,p �— CA#8539 � � I 1011111dilk i*�:it` 751 Northlake Blvd., Suite 2C Phone: (561) 844-4060 North Palm Beach, FL 33408 Fax: (561 -210gc" 3W 2tol -ovsl VN JC XED DC E NTS SK-1 F1 i NOTES: Y4" Topcon 12" on center, 1j" Embed, repair, all fastener holes at the end of removal (TYP. Top & Bottom) **Only for impending hurricanes 2X, 16d nails in each 2"x4" stud (TYP. Top & Bottom) Top Section View 2"x4" Strongback brace to be installed at half height of wall 1-12d nail in each 2"x4" stud Kicker brace leg 16" on center 1-12d nail in each end Kicker brace base 2"x4" Y4" concrete tapcons at. 12" on center **Only for impending hurricanes APPROVED BY: DAVID COLSTON, P.E. FL REG #55501 DATE: " Foam or carpet, secure to the top cap of wind wall (TYP. Top & Bottom) 1 "x 20', used to secure visqueen to wind wall Visqueen—tape & staple visqueen as needed to secure to wind wall (TYP. Top & Bottom) Secure Y2" plywood to the 2"x4" studs at 8" on center with 8d nails (TYP. Top & Bottom) Post Shores Bettye and Bottom 2x's at 32" O.C.. (Max) Y2" Plywood Visqueen (6 MIL 1 over plywood Reinforce alternatinc **ONLY FOR IMPENDII Y2" Plywood Visqueen (6 MIL THK) over plywood Bottom Section View iee TYP. call —outs on top section view. -8El IA FAb Ja WEATHER WALL DETAILS 3200 N. HWY A1A FORT PIERCE, FL 34949 kil 2" x 4" on 16" centers Visqueen (6 MIL THK) to cover entire wall Caulk both sides of wind wall top to bottom Caulk entire plate to concrete 1) Tapcons into ceiling and interior floor shall be at the discretion of the FOR based on existing weather conditions. Contractor may normally substitute extension shoring posts to compression fit weather wall between each vertical stud for temporary support. 2) In case of hurricane warning or watch, FOR will issue an official letter at his discretion to have contractor install Tapcons and weather kicker braces. 3) Weater wall in intended primarily for moderate weather protection to prevent normally encountered winds, rain, and some micro dust. As with Hurricane rated doors and windows, wind blown rain at hurricane rated winds may result in some water getting past the wall. ---I �— 6" M i n 1A/- _LL _ _... _ I I I - - �tian uUI%,Vlly REVIEWED F CODE COMPL Jc ST. LUCIE CO FD1 .._ DC NTS ��J STRUCTURAL ERING PROFESSIONALS, INC. =NE P 751 Northlake Blvd., Suite 2C Phone: (561) 844-4080 CA#8539 North Palm Beach, FL 33408 Fax: (561) 844-1001 , SHEET-1 OF 1-