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RECONSTRUCTION. _y
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EXISTING PRECAST PRE-STRESSED A C
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STABILIZATION GROUTING UNDER v
DETERIORATED NON-LOAD BEARING
CMU WALL PRIOR TO RECONSTRUCTING
PORTION OF DETERIORATED CMU WALL.
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PROJECT NO: PNO103A
REPAIR LEGEND: CAD FILE: PNO103A
FIRST F F RAM I N G PLANDRAWN BY: MJM
118"= V-0" TYPE OF REPAIR CHECKED BY: JAK
(SEE REPAIR SCHEULE)
PLAN NOTES:
A
1. TOP OF GROUND FLOOR SLAB REFERENCED AS 0'-0".ALL ELEVATIONS SHOWN B,C,SB FIRST FLOOR
ON THESE PLANS ARE+/-.
2. THESE DRAWINGS SHALL NOT BE SCALED. ALL DIMENSIONS SHOWN ARE+/-AND REPAIR OCCURS ON A FRAMING
SHALL BE FIELD VERIFIED BY CONTRACTOR. INDICATES BEAM"B",COLUMN"C",
3. ALL REPAIR AREAS SHOWN ON PLAN ARE PROVIDED AS A GENERAL APPROXIMATE APPROXIMATE OR SLAB BOTTOM"SB" PLAN
GUIDE. ALL REPAIR AREAS SHOWN ON PLAN ARE APPROXIMATE IN SIZE AND LOCATION. LOCATION OF REPAIR
ACTUAL SIZE AND LOCATION OF REPAIR AREAS SHALL BE FIELD DETERMINED BY CONTRACTOR.
4. REFER TO SHEET S-2 FOR DETAILS,DESIGN CRITERIA,GENERAL NOTES AND OUTLINE SPECIFICATIONS.
5. REFER TO SHEET S-2 FOR MATERIAL REPAIR SCHEDULE. =SOLID COLUMN INDICATES COLUMN TO BE WRAPPED
PER MATERIAL REPAIR SCHEDULE-REPAIR TYPE C.
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STRUCTURAL DESIGN CRITERIA: STRUCTURAL OUTLINE SPECIFICATIONS:
1. BUILDING CODE SECTION 3300 CAST-IN-PLACE CONCRETE
EXISTING COLUMN V A. FLORIDA BUILDING CODE-CURRENT EDITION PART 1 -GENERAL
I I 2. DESIGN LOADS 1.01 DESCRIPTION
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I
A. WIND LOAD(PER FBC AND ASCE 7: A. WORK INCLUDED:REPAIR TYPE A THIS PROJECT EXISTS WITHIN THE WIND-BORNE DEBRIS REGION
EXISTING REINFORCING I I
BASIC WIND SPEED 120 MPH 1. FORMS,BRACES AND SHORES.
I BUILDING CATEGORY 11 2. REINFORCING BARS AND ACCESSORIES. coco
TIES AS OCCURS EXISTING REINFORCING 3. CAST-IN-PLACE CONCRETE.
STEEL TO REMAIN,TYP. WIND LOAD IMPORTANCE FACTOR,Iw 1.0
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I WIND EXPOSURE C 1.02 QUALITY ASSURANCE ._ �
I I INTERNAL PRESSURE COEFFICIENT(ENCLOSED) +/-0.18 c
I �4 A. CRITERIA:COMPLY WITH AMERICAN CONCRETE INSTITUTE(ACI)PUBLICATIONS ACI 301,
DESIGN WIND PRESSURES FOR EXTERIOR WALL COMPONENTS AND CLADDING: STRUCTURAL CONCRETE FOR BUILDINGS AND ACI 318,BUILDING CODE REQUIREMENTS FOR .� W N
I I 0 SF TRIBUTARY AREA +PRESSURE48/-88 PSF STRUCTURAL CONCRETE. U �°�°I en fe
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I I 100 SF +41/-70 PSF
B. INSPECTION AND TESTING: AS STATED IN PART 3. i Y o H
I I 500 SF +35/-52 PSF PART 2 -PRODUCTS Y(o too Q
I REMOVE EXISTING CRACKED, B. LIVE LOAD: �� W w M U-
I I DELAMINATED AND SPALLED 201 CONCRETE
--- CONCRETE BACK TO SOUND ROOF 20 PSF . w pw
BALCONIES 100 PSF A. MATERIAL PRODUCTS AS REQUIRED ON CONTRACT DOCUMENTS. .�� I W Z U
CONCRETE. PROVIDE REPAIR CORRIDORS 100 PSF ��
PER REPAIR SCHEDULE,TYP. B. WATER:CLEAN AND FREE FROM OILS,ACIDS,SALTS,CHLORIDES,AND OTHER DELETERIOUS '` Go =tai. U-
STAIRS 100 PSF SUBSTANCES. '�S � � a �
PARKING AREAS 40 PSF
3. MATERIALS 2.02 FORMWORK (Wj
A. GENERAL:CONFORM WITH ACI 347;WOOD,METAL,STRUCTURAL HARDBOARD,OR OTHER cl
NOTE: A. CONCRETE: SUITABLE MATERIAL THAT WILL PRODUCE REQUIRED SURFACE FINISH. R
1. REFER TO PLANS FOR APPROXIMATE REPAIR LOCATIONS AND SIZE. 1. DESIGN PER ACI 318-02
TES: i
2. CONSTRUCTION PER ACI 301-02 B 1. METAL,REMOVABLE TYPE OR SNAP TIES. U-
3. ALL CONCRETE SHALL BE CONTROLLED NORMAL WEIGHT(U.N.O.)WITH 2. WIRE TIES WILL NOT BE PERMITTED WHERE CONCRETE REMAINS EXPOSED TO VIEW.
MINIMUM 28 DAY COMPRESSIVE STRENGTH AS FOLLOWS:
SLABS fc=5000 PSI 2.03 REINFORCING W
BEAMS AND COLUMNS fc=5000 PSI
ALL OTHER CONCRETE(U.N.O.) fc=5000 PSI
REINFORCING STEEL ASTM A615 GRADE 60 A. BARS:DEFORMED BILLET STEEL CONFORMING TO ASTM A 615,GRADE 60. 181-
B. BAR SUPPORTS: !
B. REPAIR: 1. IN CONTACT WITH EXPOSED CONCRETE SURFACES:PLASTIC PROTECTED. N
3/4" = 1'-0" COLUMN S REPAIR S_2 1. PER REPAIR SCHEDULE AND MANFACTURERS SPECIFICATION. PART 3 -EXECUTION 3
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3.01 PREPARATION Y
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A. PERFORM ALL WORK UNDER PERSONAL AND CONSTANT SUPERVISION OF COMPETENT
SUPERINTENDENT OR FOREMAN.
EXISTING REINFORCING EXISTING BEAM B. PROPERLY LOCATE AND INSTALL ALL SLEEVES,INSERTS,AND SIMILAR ITEMS.
TIES AS OCCURS
STRUCTURAL GENERAL NOTES: 3.02 FORMWORK U)
3;
A. CONFORM TO ACI 347.
1. DO NOT SCALE THESE DRAWINGS. ALL DIMENSIONS SHOWN ARE+/-AND SHALL BE FIELD VERIFIED 1. DESIGN AND BUILD TO CONFORM TO SHAPE,FORM,LINE AND GRADE REQUIRED.
BY CONTRACTOR PRIOR TO CONSTRUCTION. 2. ADEQUATE RIGIDITY AND STRENGTH TO PREVENT DEFORMATION UNDER LOAD.
I I I3. TIGHT JOINTS TO PREVENT LEAKAGE. z W co
I I EXISTING 8"HOLLOW-CORE 2. CONTRACTOR SHALL COORDINATE ACCESS,WORK SCHEDULE AND INTERUPTION TO FACILITY WITH 4. FIT FORMS PLACED FOR SUCCESSIVE POURS OF CONTINUOUS SURFACES TO ACCURATE0 N
I I I I I SLAB. REFER TO PLAN FOR OWNER PRIOR TO CONSTRUCTION AND AS REQUIRED TO DETERMINE PROJECT PRICING. ALIGNMENT TO ASSURE SMOOTH CONTINUOUS COMPLETED SURFACE. 0 M
I ( I LOCATION OF REPAIR. 5. PROVIDE TEMPORARY OPENINGS IN FORMWORK FOR CONCRETE PLACEMENT. 0Lu
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3. MINIMUM REINFORCING STEEL CONCRETE COVER SHALL BE 2",TYP.FOR ANY NEW REINFORCING 6. PROVIDE 3/4-INCH CHAMFER STRIPS AT ALL EXPOSED CORNERS OF BEAMS,COLUMNS AND z Z 0
I I ( I I STEEL INSTALLED DURING REPAIRS. SIMILAR SURFACES UNLESS SPECIFICALLY NOTED OTHERWISE ON DRAWINGS. Q 0 Fx
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7. DESIGN,FABRICATE,ERECT,SUPPORT,BRACE AND MAINTAIN FORMWORK TO PROVIDE SAFE > J
I I e ( I 4. CONTRACTOR SHALL PROVIDE ALL REQUIRED SHORING AND OTHER SUPPORT SYSTEMS REQUIRED SUPPORT OF VERTICAL AND LATERAL LOADS. z d W
I I 4 I I BOTTOM OF FIRST TO AVOID EXCESSIVE STRESSES AND TO HOLD BUILDING COMPONENTS IN PLACE DURING B. FORM COATING: O _
FLOOR SLAB • a • CONSTRUCTION AND REPAIRS. 1. COAT FORMS FOR EXPOSED SURFACES WITH FORM OIL PRIOR TO PLACING REINFORCING. Q F- d U
a A. 2. REMOVE SURPLUS OIL. W W W
REPAIR TYPE A '..5.,-SPLICES IN.REINFORCING SHALL NOT BE LESS THAN 40 BAR DIAMETERS. . C`,) IY m m
fi:•�.THE S� R SHALL NOTOR'BERESPONSIBLE F 3.03 REINFORCEMENT
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TRUCTURAL ENGINEE
'.�? r � OT HAVE CONTROL OR BE OR THE SCHEDULE,
REPAIR TYPE B _-fF" SEQUENCES TECHNIQUES ERRORSOMISSIONS, ~ I""
REMOVE EXISTING CRACKED, 1 , FAILURE TO PERFORM,MEANS OR METHODS A. FABRICATION:IN ACCORDANCE WITH ACI 315. Z
REPAIR TYPE A DELAMINATED AND SPALLED _ USED BY THE CONTRACTOR.
B. BAR PLACEMENT:IN ACCORDANCE WITH ACI 315. D U Qz
CONCRETE BACK TO SOUND REMOVE EXISTING CRACKED,DELAMINATED 7. THESE REPAIR DRAWINGS WERE PREPARED FROM INFORMATION GATHERED AT THE PROJECT 1. CONCRETE COVER:AS SHOWN ON DRAWINGS. ..�. z �.
CONCRETE. PROVIDE REPAIR AND SPALLED CONCRETE BACK TO SOUND 0 2. REINFORCING STEEL SHALL BE FREE OF MUD,OIL,CORROSION OR OTHER COATINGS THAT O d
PER REPAIR SCHEDULE,TYP. CONCRETE. PROVIDE REPAIR PER REPAIR LOCATION. THE CONTRACTOR SHAD.CONTACT THE STRUCTURAL ENGINEER FOR DIRECTIONS OR WOULD IMPAIR PROPER BOND TO CONCRETE. U
SOLUTIONS PRIOR TO PROCEEDING IF THE ACTUAL CONDITIONS VARY FROM THOSE SHOWN ON 3. DO NOT WELD REINFORCING OR OTHER ITEMS TO REINFORCING.
EXISTING REINFORCING SCHEDULE,TYP. THESE REPAIR DRAWINGS.
C. ADJUSTMENT OF REINFORCING:
STEEL TO REMAIN,TYP. 8."THIS PROJECT REQUIRES A PERMIT. SELECTED CONTRACTOR SHALL OBTAIN PERMIT PRIOR TO 1. MOVE WITHIN ALLOWABLE TOLERANCES TO AVOID INTERFERENCE WITH OTHER REINFORCINGSTEEL,CONDUIT,OR EMBEDDED ITEMS. Z
CONSTRUCTION AS REQUIRED BY THE CITY OF ATLANTIC BEACH. 2. DO NOT MOVE BARS BEYOND ALLOWABLE TOLERANCES SPECIFIED IN ACI 318 WITHOUT
APPROVAL OF THE ENGINEER.
NOTE:
1. REFER TO PLANS FOR APPROXIMATE REPAIR LOCATIONS AND SIZES.
3.04 CONCRETE
A. PREPARATION:REMOVE EXCESS WATER,DEBRIS AND FOREIGN MATTER FROM FORMWORK
PRIOR TO PLACING CONCRETE. w
B. PLACING: c z
1. CONCRETE: -- 0
a. PLACE CONCRETE IN A CONTINUOUS OPERATION.AFTER CONCRETING HAS BEEN STARTED, _O 0-
3 SHOULD BE CARRIED ON AS A CONTINUOUS OPERATION UNTIL PLACING OF A PANEL OR }'
'� - 2 P I R 3 SECTION,AS DETERMINED BY ITS BOUNDARIES OR JOINTS,IS COMPLETED.
3/4 - 1 -oBEAM REPAIR _ 3/4" _ �' �" HOLLOW GORE SLAB RE A S_2 S 2STRUCTURALb. DO NOT RETEMPER OR USE C � W
MATERIAL AL REPAIR CONCRETE THAT HAS BEGUN TO SET,OR IS CONTAMINATED OR o
THAT HAS BEEN RE-MIXED AFTER IT HAS TAKEN ITS INITIAL SET.CONCRETING SHALL BE z
CARRIED ON AT SUCH A RATE THAT THE CONCRETE IS AT ALL TIMES PLASTIC. 0
1. REPAIR TYPE A C. FORM REMOVAL: v
1. REMOVE IN SUCH A MANNER AS TO ASSURE COMPLETE SAFETY OF STRUCTURE AND PREVENT
PREPARE EXISTING REINFORCING A. REPAIR SHALL BE PERFORMED USING FIVE STAR STRUCTURAL CONCRETE ES REPAIR MATERIAL. DAMAGE TO CONCRETE.SUGGESTED CONCRETE WET CURE TIME OF 7 DAYS MINIMUM AT 50
REPAIR TYPE A STEEL AND ADJACENT CONCRETE FOR DEGREES MINIMUM TEMPERATURE.
REPAIR PER TYP.REPAIR DETAILS AND B. CONTRACTOR SHALL USE PRIME RESINS PRiMEBOND 3900 AS A BONDING AGENT BETWEEN NEW x >-
REPAIR SCHEDULE. REPAIR MATERIAL AND EXISTING CONCRETE SURFACES AFTER EXISTING CONCRETE SURFACES °d
LAP LENGTH LAP LENGTH SEE NOTE 1 HAVE BEEN PROPERLY PREPARED. END OF SECTION 3300
>40 BAR DIAMETERS >40 BAR DIAMETERS C. CONTRACTOR SHALL USE PRIME RESINS PRIMEBOND 3900 AS A PRIMER/COATING ON ALL EXISTING
EXPOSED REINFORCING STEEL AFTER REINFORCING STEEL SURFACES HAVE BEEN PROPERLY M p
PREPARED, c
EXISTING REINFORCED CAST-IN-PLACE
FINISHED GRADE CONCRETE FOOTING PER PLAN D. CONTRACTOR SHALL STRICTLY FOLLOW MANUFACTURER'S WRITTEN SPECIFICATIONS INCLUDING w
Ll SURFACE PREPARATION,MIXING,APPLICATION AND CURING REQUIREMENTS.
PROJECT NO: PNO103A
//\ ° a ° //////// 20 REPAIR TYPE B 4 4CAD FILE: PN0103A
EXIS iNGA. SIKA TYPE S 1012 CARBODUR CARBON FIBER LAMINATE STRIPS SHALL BE CENTERED UNDER DRAWN BY: MJM
EXISTING REINFORCING EXISTING
/ •° •. 4 .° � EXISTING EACH EXISTING STRAND. STRIPS SHALL BE INSTALLED USING SIKADUR 30 HIGH-MODULUS,
4.' REINFORCING STEEL STEEL REINFORCING STEEL DETERIORATED HIGH-STRENGTH,STRUCTURAL EPDXY PASTE ADHESIVE. APPLICATION SURFACE PREPARATION CHECKED BY: JAK
a. ° .
:° ° a " 4. CROSS SECTION CROSS SECTION CROSS SECTION REINFORCING AND PRODUCT INSTALLATION SHALL BE PER MANUFACTURER'S SPECIFICATIONS. LAMINATE
DETERIORATION LESS DETERIORATION DETERIORATION LESS STEEL STRIPS SHALL BE CONTINUOUS FULL SPAN OF SLAB. CONTRACTOR SHALL CONTACT STRUCTURAL
° o ° THAN 250/o 26%OR MORE THAN 25% ENGINEER AT LEAST 7 DAYS PRIOR TO THE INSTALLATION OF THE CARBON FIBER REPAIR DETAILS
MATERIAL. I
B. CONTRACTOR SHALL STRICTLY FOLLOW MANUFACTEREWS WRITTEN SPECIFICATIONS INCLUDING GENERAL NOTES
SURFACE PREPARATION,MIXING APPLICATION AND CURING REQUIREMENTS. AND
3"COVER TYP. REINFORCING STEEL SCHEDULE:
SPECIFICATION
REINFORCING MINIMUM LAP LENGTH NOTES: 3. REPAIR TYPE C
STEEL SIZE (40 BAR DIAMETERS) A. COLUMNS SHALL BE WRAPPED WITH DENEEF AQUA WRAP AFTER SPALLS REPAIRED PER OUTLINES
#3 REBAR 15" 1. ADD REINFORCING STEEL TO ALL LOCATIONS REPAIR TYPE A.
#4 REBAR 20" WHERE EXISTING REINFORCING STEEL CROSS
#5 REBAR 25" SECTION HAS DETERIORATED 25%OR MORE. B. CONTRACTOR SHALL STRICTLY FOLLOW MANUFACTERER'S WRITTEN SPECIFICATIONS INCLUDING
#6 REBAR 30" SIZE AND LOCATION OF REINFORCING STEEL SURFACE PREPARATION,MIXING APPLICATION AND CURING REQUIREMENTS.
#7 REBAR 35" TO MATCH EXISTING.
#8 REBAR 40" __j S
- COLUMN
4 314'1 _ 1-011 5S3141, - 0 FOOTING S_2 REBAR SPLICE REPAIR