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Home My WebLink AboutPLANSt GENERA— , JOTES I. REFERENCE MATERIALS: FLORIDA BUILDING CODE, 2017,5TH EDITION WITH REVISIONS AND SUPPLEMENTARY CODES AND STANDARDS REFERENCED THEREIN. 2. REFER TO THE CONCRETE AND WATERPROOFING REPAIR SPECIFICATIONS, THE OCFANA II CONDOMINIUM. FOR DETAILS OF SCOPE OF WORK, MATERIALS, AND GENERAL REPAIR PROCEDURES. 3. REPAIRS SHALL BE IN ACORDANCE WITH REPAIR SPECIFICATIONS AND STANDARDS SET FORTH BY THE INTERNATIONAL CONCRETE REPAIR INSTITUTE (ICRI) AND APPLICABLE AMERICAN CONCRETE INSTITUTE (ACI-14). PREPARED CONCRETE 3/4• MIN. SURFACES OXIDIZED (CORRODED) BARS UNOXIDIZED TO RECENE /A1�\ CLEARANCE I� & TIGHTLY PATCH / 1 \ NOTg5 II BONDED BARS SECTION THROUGH I REFER TO CONCRETE MEMBER NOTE #7 APPUCABLE TO HYDRODEMOLITON, HYDROMILLING, PNEUMATC, HYDRAUUC AND ELECTRIC BREAKERS. APPUCABLE 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 SURROUNDINGS CONCRETE, AND WILL SECURE THE PATCH STRUCTURALLY. 5. PROVIDE MINIMUM 3/4' CLEARANCE BETWEEN EXPOSED REPARS AND SURROUNDING CONCRETE OR 1/4' LARGER THAN LARGEST AGGREGATE IN REPAIR MORTAR; WHICH EVER IS GREATER. 6. CONCRETE REMOVAL SHALL EXTEND ALONG THE BARS TO LOCATIONS ALONG THE BAR FREE OF BOND INHIBITING C_OROSION, AND WHERE THE BAR IS WELL BONDED TO SURROUNDING CONCRETE. MINIMUM EXPOSURE OF CLEAN STEEL IS 2. OF BAR. 7. 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. 8. ANY REINFORCMENT WHICH IS LOOSE SHALL BE SECURED IN PLACE BY TYING TO OTHER SECURED BARS OR BY OTHER APPROVED METHODS. SEAL APPROVED BY: 00 DAVM CDLSVN,, P.F. FL REG #55507 . DATE:: 11711�K CAUTION! BEFORE STARTING CONCRETE REMOVALS, REVIEW EFFECT OF REMOVALS ON STRUCTURAL INTEGRITY. PROVIDE SHORING OF MEMBER(S) Ell 99 AS NECESSARY. PARTICULAR CARE SHALL BE EXERCISED AT SLAB/BEAM CONNECTIONS TO COLUMNS AND AT COLUMN EXCAVATIONS. /:-IFILE LOW METHOD PREPARED SURFACE RECEIVE1/2- SAVICUT MAX OR TO LESS AS NECSSARY TO MATERIAL CUTTING ; REINFORCINGAVOID :::❖:•:":❖:❖:❖:❖:•:❖:•:::•:❖.•.❖.❖.•.•.❖.❖.•.!.•.❖.•.:L❖ :❖.❖.❖.❖.❖.❖.L•. OF a « SECIRON THROUGH CONCRETE MEMBER APPLICABLE TO HYDRODEMOUrON. HYDROMILUNG. PNEUMATIC. HYDRAULIC AND ELECTRIC a-& APPIEUCABLE TO HORZ.. VERT AND OVERHEAD 9. SANDBLAST STEEL REINFORCEMENT TO REMOVE BOND INHIBITING MATa- RUST. REINFORCEMENT BEEN DIMINISHED BY 15% OR MORE. THE BAR WILL REPLACEMENT. DIAMETER. WHERE• UNABLE TO LAP THE FULL DISTANCE, -rA- MAY BE DOWLEDv OF 4" INTO SOUND CONCRETE WITH EPDXY. AT EDGE LOCATIONS PROVIDE APPROVED fflGHT' MGLE CUTS AVOID FEATHERED EDGES. GUIDELINES10. EDGE PREPERATION PATCH CONFIGUR47IONS SHOULD BE KEPT AS SIMPLE AS POSSIBLE FOR a r i• iS'i � is i 4 i JOO�! dbm a r mPREFERED • AFTER11. REMOVALS AND v • u • •MATERIALS - - a BONDED' a. «a.AFTER CLEANING TO ENSURE aADDITIONAL LOOSE AGGREGATE. OR THAT ADDITIONAL DELAMINATIONS ARE NOT PRESEKT. 12. PRIME AREAS TO RECEIVE REPAIR MORTAR WITH BONDING ACENT PER SPECIFICATION. 13. PATCHING MATERIAL M BE POLYMER MODIFIED REPAIR CAUTION! BEFORE STARTING REMOVALS, REVIEW EFFECT OF REMOVALS ON STRUCTURAL INTEGRITY. PROVIDE SHORING OF MEMBER AS NECESSARY. PARTICULAR CARE SHALL BE EXERCISED AT SLAB/BEAM CONNECTIONS TO COLUMNS. THESE kL NS AfdD ALL PROPOSED WOK ARE SUBJECT TO ANY CORRECTIONS ;T REQUIRED BY FIELD INSPECTORS THAT ,/ R TAAY BE NECESMaRy-IN ORDER T0, COMPLYWftH'P'-L xAXICAA CODES."I I / WAR WEW1F/a� � L•{�� TYPICAL SECTION THRU SLAB REPAIR SEE raven � ran maul MUM! "' Irtr CsION, r OJJ rIi11Ir r 2 01$ PROJAE� 01 J GENERAL REPAIR PROCEDURE 9900 S OCEAN DR AND SHORING JENSEN BEACH, FL 34957 SHORING POST INSTALLATION 9 AVATON TO 15% AN CROSS NON UNLESS I alRI BY ENGINEER WALL MAX S I POST INSTALL —ATION I • • I I .SHORING POST EXCAVATED • INSTALLATION CONCRETE 12^ MAX COLUMN EXCAVATION LIMITS II L TYPICAL SHORING PLAN 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 LETS 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. ESP CA#8539 STRUCTURAL ENGINEERING PROFESSIONALS, INC. 751 Northlake Blvd., Suite 2C Phone- (561) 844-4060 North Palm Beach, FL 33408 Fax: (561) 844-1001 ' $01 yw DRAWN JC CHECKED DC SCALE NT SK-21 SHEET 1 OF 1 1 Ya" Tapcon 12" on center, 11" 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) 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: r 1AVID CDLSTQR�, P,E. FL RE G #5550.1 t DATE: J , . Top Section View Foam or carpet, secure to the top cap of wind wall (TYP. Top & Bottom) 1 x 2", 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) Reinforce alternating stu "ONLY for impending hurricanes Y" Plywood Visqueen (6 MIL THK) over plywood ottom Section View See TYP. call —outs on top section view. WF HrE 00C, 'AANTOA pIr C� ��J� �JJJ31NIULINr WEATHER WALL DETAILS JENSEN BEACH FL L34957 BA51C WIND SPEED 170 MPH (A5CE 7 - 10) WIND EXP05URE CATEGORY D INTERNAL PRE55URE COEFFICIENT ± 0.18 EDGE DISTANCE 8 Fr BUILDING ENVELOPE CATEGORY ENCL05ED 10 5Q FT E.W.A. COMPONENT AND CLADDING LOAD5: WALL EDGE: +GG, -105.5 P51' WALL INTERIOR: +GG, -59.4 P5F NOTES: 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 r L discretion to have contractor install Tapcons and weather kicker braces. All 2" x 4" on 16" centers Visqueen (6 MIL THK) to cover entire wall Caulk both sides of wind wall top to bottom THESE PLANS AND ALL PROPOSED (WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT a k,AAY BC NECE$I>.�',RYIN ORDEF TO: lJ®mPLY mH LLLL APPucAI;I�_; CODES ESP CA#8539 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. � Min Ea. side F� SCANNED BY St. Lucie County STRUCTURAL , ENG1NEE ING PROFESSI0NALS, INC. Weatherwall location 751 Northlake Blvd., Suite 2C Phone: (561) 844-4060 North Palm Beach, FL 33408 Fax: (561) 844-1001 ' Balcony DRAWN JC CHECKED DC SCALE NTS SK-1 SHEET 1 OF 2