1010 GENERAL CONDITIONS AND STATEMENTS:A. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITHJOB SPECIFICATIONS, MECHANICAL AND ELECTRICAL DRAWINGS.CONSULT THESE DRAWINGS FOR DEPRESSIONS, AND OTHER DETAILSNOT SHOWN ON STRUCTURAL DRAWINGS. THE CONTRACTOR SHALLCOMPARE AND COORDINATE WITH ALL DISCIPLINES AND REPORT ANYDISCREPANCIES TO ENGINEER PRIOR TO FABRICATION.

B. DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD.ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THEENGINEER BEFORE PROCEEDING WITH THE AFFECTED PART OF THEWORK.

C. DO NOT SCALE OFF DRAWINGS OR DETAILS. DIMENSIONSPROVIDED ON PLAN OVERRIDE ANY SCALED DIMENSIONS.

D. THE STRUCTURE DEPICTED ON THE DRAWINGS IS DESIGNED TO BESELF-SUPPORTING, STABLE AND STRUCTURALLY SOUND AFTER THEBUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TODETERMINE ERECTION PROCEDURES AND SEQUENCE TO INSURESAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION.THIS INCLUDES PROVIDING TEMPORARY SHORING, SHEETING,BRACING, GUYS OR TIEDOWNS TO RESIST LOADS IMPOSED BYGRAVITY, SOIL, CONSTRUCTION LOADS, WIND AND SEISMIC (WHEREAPPLICABLE)

E. DETAILS, NOTES, KEYNOTES OR ANY INFORMATION SHOWN ON ANYPART OF THE DRAWINGS SHALL BE APPLIED TO ALL APPLICABLE ORSIMILAR CONDITIONS AND IF NOTED AS TYPICAL OR SHOWN FOR ONECONDITION, SHALL BE APPLIED FOR ALL LIKE OR SIMILAR CONDITIONSUNLESS NOTED OTHERWISE. THE CONTRACTOR MUST USE, INCONJUNCTION WITH STRUCTURAL DRAWINGS, MECHANICAL,ELECTRICAL, PLUMBING AND SITE DRAWINGS TO DETERMINE WHERECONDITIONS THAT ARE LIKE OR SIMILAR APPLY.

F. WHERE A CONFLICT EXISTS BETWEEN DRAWINGS ANDSPECIFICATIONS THE DRAWINGS SHALL GOVERN.

STRUCTURAL NOTES

1018 STRUCTURAL DEMOLITIONA. SEE SHEET 2 OF THE CONTRACT DOCUMENT FOR THEREQUIREMENTS FOR NON-DESTRUCTIVE METHODS FOR EXAMINING THECONCRETE PRIOR TO CONCRETE DEMOLITION.

B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTINGMETHODS OF DEMOLITION SO THAT THE REMAINING STRUCTURE WILLNOT BE IMPAIRED OR DAMAGED.

C. SAWCUTTING AND CORING SHALL BE UTILIZED TO THE FULLESTEXTENT POSSIBLE. ISOLATE CONSTRUCTION TO BE REMOVED FROMTHE STRUCTURE TO REMAIN.

D. ONLY OVERCUT OPENINGS WHERE INDICATED. USE APPROPRIATESIZE CORES AT CORNERS SO THAT OVERCUTTING AT CORNERS WILLNOT BE NECESSARY. USE CHIPPING TOOLS WHERE CORNERS AREREQUIRED TO BE SQUARE.

E. SELECT METHODS OF TRANSPORTING DEBRIS THROUGH THEBUILDING WHICH WILL NOT OVERLOAD THE EXISTING OR NEW BUILDING.

F. PROVIDE SHORING REQUIRED TO SUPPORT THE STRUCTURE WHENNEW WORK TO STRENGTHEN THE STRUCTURE CANNOT BE INSTALLEDPRIOR TO DEMOLITION. MAINTAIN SHORING UNTIL NEW WORK HASATTAINED DESIGN STRENGTH.

1061 DESIGN LOADS:THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNEDIN ACCORDANCE WITH THE 2010 EDITION OF THE FLORIDA BUILDINGCODE (2010 FBC), BY THE INTERNATIONAL CODE COUNCIL, INC.

STRUCTURAL NOTES:A. ELECTRONIC VERSIONS OF STRUCTURAL DRAWINGS ARE THESOLE, COPYRIGHTED PROPERTY OF TRC WORLDWIDE ENGINEERINGINC. ELECTRONIC VERSIONS OF DRAWINGS ARE NOT TO BE USED ORTRANSFERRED WITHOUT THE EXPRESS, WRITTEN PERMISSION OF TRCWORLDWIDE ENGINEERING INC.

1011 CONTRACTOR PROPOSED CHANGES AND SUBSTITUTIONS:A. PROPOSED CHANGES OR SUBSTITUTIONS TO STRUCTURALDETAILS OR PLANS SHALL BE SUBMITTED TO THE ENGINEER OFRECORD (EOR) FOR REVIEW AND APPROVAL. SUBMITTALS SHALLCONTAIN FULL DOCUMENTATION OF CHANGES OR SUBSTITUTIONSWITH SUPPORTING, SEALED CALCULATIONS (WHERE APPLICABLE).THE REVIEW OF CHANGES AND SUBSTITUTIONS, RE-ANALYSISAND/OR RE-DRAFTING TO INCORPORATE CHANGES ORSUBSTITUTIONS INTO CONTRACT DOCUMENTS ARE ADDITIONALSERVICES FOR EOR. EOR IS NOT RESPONSIBLE FOR DETERMININGTHE COST EFFECTIVENESS OF PROPOSED CHANGES.

1012 CONTRACTOR REQUIRED REMEDIAL WORK:A. DESIGN OF REMEDIAL WORK RELATED TO CONSTRUCTIONERRORS, INSTALLATIONS NOT IN CONFORMANCE WITH CONTRACTDOCUMENTS, OR IN ANY WAY BROUGHT ABOUT BY ACTIVITIES OF THECONTRACTOR, IS NOT WITHIN THE SCOPE OF CA SERVICES PROVIDEDBY ENGINEER OF RECORD. THE CONTRACTOR SHALL CARRY IN HISBASE BID THE COSTS FOR ENGINEERING WORK ASSOCIATED WITHTHE ABOVE.

1015 ALTERATION OF EXISTING FACILITY:A. INFORMATION SHOWN FOR THE EXISTING FACILITY ON THESEDRAWINGS WERE TAKEN FROM THE DRAWINGS THAT WERE:

PREPARED FOR: COLLIER COUNTY SCRWWTF CONTRACT 2PREPARED BY: HAZEN & SAWYERENTITLED: PRETREATMENT, AERATION & SLUDGE HOLDING

BLOWER BUILDINGDATED: 5/96

ANDPREPARED FOR: SOUTH COUNTY WATER RECLAMATION FACILITYPREPARED BY: CH2MHILLENTITLED: AERATION BASIN BLOWER BUILDINGDATE: 10/01 (08/05 RECORD DRAWINGS)

B. WORK SHOWN ON THESE PLANS ASSUMES THAT THE ORIGINALCONSTRUCTION WAS PERFORMED IN ACCORDANCE WITH THEABOVE INDICATED ORIGINAL DRAWINGS INCLUDING (BUT NOTLIMITED TO) DIMENSIONS, ELEVATIONS, MEMBER SIZES, MATERIALS,DETAILS, ETC. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORTO VERIFY THE CONDITIONS RELATING TO THE EXISTING STRUCTUREAND TO NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIESOR CONFLICTS.

C. PRIOR TO SUBMISSION OF BIDS, THE CONTRACTOR SHALL HAVEVISITED THE SITE AND THOROUGHLY ACQUAINTED HIMSELF WITH THEEXACT NATURE OF THE WORK INDICATED ON THE DRAWINGS ANDTHE SPECIFICATIONS REQUIREMENTS. FAILURE TO COMPLY WITH THEAFOREMENTIONED REQUIREMENTS SHALL NOT CONSTITUTE A BASISFOR CLAIMS FOR ADDITIONAL COMPENSATION.

1060 DESIGN AND CONSTRUCTION STANDARDS:A. THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEENDESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES ANDREFERENCED STANDARDS:

(FBC) 2010 FLORIDA BUILDING CODE WITH 2012 REVISIONS

(ADM 2005) 2005 EDITION OF THE ALUMINUM DESIGN MANUAL (ACI 318-08) 2008 EDITION OF AMERICAN CONCRETE INSTITUTEBUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

(ACI 530-08) 2008 EDITION OF THE BUILDING CODE REQUIREMENTSFOR MASONRY STRUCTURES

(AISC 13 ED) THIRTEENTH EDITION OF THE STEEL CONSTRUCTIONMANUAL BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION

(AISI) AMERICAN IRON AND STEEL INSTITUTE NORTH AMERICANSPECIFICATION FOR DESIGN OF COLD-FORMED STEEL STRUCTURALMEMBERS 2001 EDITION

(ASCE 7-05) MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHERSTRUCTURES BY THE AMERICAN SOCIETY OF CIVIL ENGINEERS

(NDS-05) 2005 EDITION OF NATIONAL DESIGN SPECIFICATIONS FORWOOD CONSTRUCTION WITH 2005 SUPPLEMENT BY AMERICAN FOREST& PAPER ASSOCIATION

(PCI) PCI DESIGN HANDBOOK – PRECAST AND PRESTRESSEDCONCRETE 6TH EDITION

(PTI) POST-TENSION MANUAL 5TH EDITION, POST TENSION INSTITUTE

(SDI) STEEL DECK INSTITUTE PUBLICATION #30, DESIGN MANUAL FORCOMPOSITE DECKS, FORM DECKS, AND ROOF DECKS

(SJI) STEEL JOIST INSTITUTE 42ND EDITION CATALOG ANDSPECIFICATIONS

1015 ALTERATION OF EXISTING FACILITY (CONT'D):D. PRIOR TO ORDERING ANY MATERIALS OR DOING ANY WORK, THECONTRACTOR SHALL VERIFY ALL MEASUREMENTS, DIMENSIONS ANDOTHER CONDITIONS OF EACH BUILDING SCHEDULED FOR WORK ASMAY BE NECESSARY OR REQUIRED IN THE CONNECTION WITH THISWORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THECORRECTNESS OF SAME. PROVIDE TEN WORKING DAYS NOTICE TOTHE OWNER PRIOR TO COMMENCING EACH CUTTING OR ALTERATIONACTIVITY.

E. PROTECTION OF EXISTING EQUIPMENT, NEWLY INSTALLEDEQUIPMENT, BUILDING AND STRUCTURES:

1. THE CONTRACTOR SHALL FURNISH AND ERECT NECESSARYTEMPORARY DUST TIGHT PROOF PARTITIONS WHERE DEMOLITION ISREQUIRED TO PROTECT EXISTING EQUIPMENT, NEWLY INSTALLEDEQUIPMENT, BUILDINGS AND STRUCTURES AND AS DIRECTED BY THEOWNER OR ENGINEER.

2. PARTITIONS SHALL BE CONSTRUCTED OF WOOD STUDS WITHPLYWOOD OR POLYETHYLENE SHEETING. PARTITIONS SHALL EXTENDFROM A CLOSURE PLATE AT THE FLOOR TO EITHER THE BUILDINGCEILING OR A TEMPORARY CEILING.THE CONTRACTOR SHALL FURNISH AND INSTALL ONE DOOR IN EACHENCLOSURE COMPLETE WITH HARDWARE. SUCH ENCLOSURES WILLBE REQUIRED IN ALL AREAS OF DEMOLITION WORK AND FORPROTECTION OF EXISTING EQUIPMENT AND NEWLY INSTALLEDEQUIPMENT.

3. CONTRACTOR SHALL PROVIDE AN ADEQUATE VENTILATIONSYSTEM FOR WORKERS AND FOR DUST REMOVAL. CONTRACTORSHALL PROVIDE ADEQUATE LIGHTING AS REQUIRED FOR THEDEMOLITION WORK.

1060 DESIGN AND CONSTRUCTION STANDARDS (CONT'D):B. CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THEABOVE REFERENCED CODES AND STANDARDS AND THE FOLLOWING:

(ACI 117-10) SPECIFICATIONS FOR TOLERANCES FOR CONCRETECONSTRUCTION MATERIALS

(ACI 301-10) SPECIFICATIONS FOR TOLERANCES FOR CONCRETECONSTRUCTION MATERIALS

(ACI 304R-00) RECOMMENDED PRACTICES FOR MEASURING, MIXING,TRANSPORTING, AND PLACING CONCRETE.

(ACI 305R-10) HOT WEATHER CONCRETING

(ACI 306R-10) COLD WEATHER CONCRETING

(ACI 309R-05) GUIDE FOR CONSOLIDATION OF CONCRETE

(ACI SP-66 (04)) DETAILS AND DETAILING OF CONCRETE REINFORCING

(ACI SP-15) FIELD REFERENCE MANUAL: SPECIFICATIONS FORSTRUCTURAL CONCRETE (ACI 301-05) WITH SELECTED ACI AND ASTMREFERENCES

(AWS D1.1-04) STRUCTURAL WELDING CODE - STEEL

(AWS D1.2-04) STRUCTURAL WELDING CODE - ALUMINUM

(AWS D1.4-98) STRUCTURAL WELDING CODE - REINFORCING STEEL

(TPI/WTCA BCSI-06) GUIDE TO GOOD PRACTICE FOR HANDLING,INSTALLING, RESTRAINING & BRACING OF METAL PLATE CONNECTEDWOOD TRUSSES

1120 SHOP DRAWING REVIEW:A. SHOP DRAWING SUBMITTALS ARE REQUIRED FOR ALLCOMPONENTS SHOWN ON THESE STRUCTURAL CONTRACTDOCUMENTS INCLUDING, BUT NOT LIMITED TO:

1. CONCRETE MIXES2. CONCRETE REINFORCING3. ALL FASTENERS, ANCHORS, BOLTS, EPOXY ADHESIVES4. FLOWABLE FILL MIX5. HIGH PERFORMANCE COATINGS

B. SHOP DRAWINGS SHALL PROVIDE ACCURATE, DETAILEDDIMENSIONAL INFORMATION AS WELL AS COMPLETE SHOP AND FIELDERECTION DETAILS NOT SHOWN ON CONTRACT DOCUMENTSNECESSARY FOR FABRICATION AND INSTALLATION OF COMPONENT.

C. SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THECONTRACTOR’S FIELD ENGINEER PRIOR TO SUBMITTAL TO THEENGINEER. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BERETURNED UNCHECKED.

D. SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCEWITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY. ITSHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFYCOMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY,LENGTH, ELEVATIONS, DIMENSIONS, ETC.

E. SHOP DRAWING SUBMITTALS SHALL BE PREPARED IN ACCORDANCEWITH SPECIFICATION SECTION 01330. INCLUDE A MAXIMUM OF 4 SETSOF PRINTS FOR REVIEW. ONE SET OF PRINTS WILL BE RETAINED BYTHE ENGINEER

F. SHOP DRAWINGS SHALL NOT CONTAIN DETAILS COPIED ORREPRODUCED FROM THE CONTRACT DOCUMENTS. REPRODUCTIONOF THE CONTRACT DOCUMENTS WILL RESULT IN A REJECTION OF THESHOP DRAWINGS.

G. ELECTRONIC VERSIONS OF STRUCTURAL CONTRACT DOCUMENTSARE THE SOLE, COPYRIGHTED PROPERTY OF TRC WORLDWIDEENGINEERING INC. ELECTRONIC VERSIONS OF DRAWINGS ARE NOT TOBE USED OR TRANSFERRED WITHOUT THE EXPRESS, WRITTENPERMISSION OF TRC WORLDWIDE ENGINEERING INC. USERS WILLSIGN A RELEASE AND REIMBURSE TRC WORLDWIDE ENGINEERING,INC. FOR EXPENSES INCURRED IN PREPARING AND TRANSMITTINGELECTRONIC DRAWINGS AT THE RATE TO BE DETERMINED UPONREQUEST.

H. CHANGES AND ADDITIONS MADE ON RE-SUBMITTALS SHALL BECLEARLY FLAGGED AND NOTED. THE PURPOSE OF THE RE-SUBMITTALS SHALL BE CLEARLY NOTED ON THE LETTER OFTRANSMITTAL. ENGINEER REVIEW WILL BE LIMITED TO THOSE ITEMSCAUSING THE RE-SUBMITTAL.

I. ELECTRONIC SUBMITTALS OF SHOP DRAWINGS WILL ONLY BEACCEPTED AND REVIEWED PENDING ABOVE CONDITIONS ARE MET.TRC WORLDWIDE ENGINEERING, INC. WILL ELECTRONICALLY RETURNSUBMITTAL AND WILL NOT BE RESPONSIBLE FOR PRINTING MULTIPLECOPIES FOR DISTRIBUTION.

1122 RFI REVIEW:A. ALL CONTRACTOR RFI SHALL STATE CONTRACTOR’S SUGGESTION(S)FOR RESOLUTION AND COST IMPLICATIONS FOR SUGGESTION(S). EORIS NOT RESPONSIBLE FOR DETERMINING COST OR COSTEFFECTIVENESS OF RFI RESPONSES.

3103 PLUMBING SLEEVES AND EMBEDDED CONDUITS:A. LOCATION DRAWINGS FOR ALL SLEEVES AND BLOCKOUTS IN THECONCRETE SHALL BE SUBMITTED FOR APPROVAL BY THE STRUCTURALENGINEER PRIOR TO PLACEMENT.

B. All CONDUIT, SLEEVES, AND PIPES EMBEDDED IN OR PASSING THRUCONCRETE SHALL CONFORM TO SECTION 6.3 OF ACI 318 AND THEFOLLOWING:

1. SLEEVES AND PIPES SHALL BE PLACED SO THAT REINFORCINGSTEEL CAN BE PLACED WITH THE SPECIFIED COVER AND CLEARDISTANCE BETWEEN BARS.

2. MINIMUM SLEEVE SPACING SHALL BE THREE DIAMETERS CENTERTO CENTER OF THE LARGER SLEEVE OR 6" CLEAR BETWEEN SLEEVES,WHICHEVER IS GREATER.

3. SLEEVES OR GROUPS OF SLEEVES 16 INCH IN DIAMETER ANDLARGER SHALL BE TREATED AS A SLAB OPENING AND REINFORCEDPER TYPICAL OPENING REINFORCING DETAILS.

4. CONDUIT AND PIPES PLACED WITHIN SLABS, BEAMS, WALLS ANDTOPPING OVER SLABS SHALL OCCUPY ONLY THE MIDDLE ONE THIRDOF THE MEMBER DEPTH OR THICKNESS. MAXIMUM CONDUIT O.D. FORSINGLE CONDUITS OR SUM OF O.D.’S FOR MULTIPLE CONDUITS THATCROSS SHALL BE NO LARGER THAN ONE THIRD THE MEMBER DEPTH.PARALLEL CONDUITS SHALL BE SPACED WITH A MINIMUM OF 3DIAMETERS CLEAR. CONDUITS SHALL BE A MINIMUM OF ONE DIAMETERAWAY FROM AND SHALL NOT INTERFERE WITH OR DISPLACE ANYTENDONS OR REINFORCING. CONDUIT SHALL NOT BE TIED TOREINFORCING OR TENDONS. CONDUITS SHALL NOT OCCUR WITHINTRANSFER GIRDERS OR COLUMN ZONES OF SLABS.

5. CONDUITS AND PIPES PLACED IN COLUMNS SHALL NOT DISPLACEMORE THAN 4% OF THE CROSS SECTIONAL AREA OF COLUMN ANDSHALL BE LOCATED ON THE CENTER LINE OF COLUMN. OUTLET BOXESIN COLUMNS SHALL BE APPROVED BY THE ENGINEER, SHALL NOTDISPLACE REINFORCING AND SHALL NOT BE DEEPER THAN REQUIREDCLEARANCE FOR REINF.

3104 CONSTRUCTION JOINTS AND CONTROL JOINTS:A. CONSTRUCTION JOINTS AND CONTROL JOINTS SHALL BE LOCATEDAS SHOWN IN PLAN OR SECTION.

B. UNLESS NOTED OTHERWISE, CONTROL JOINTS IN SLABS ON GRADESHALL BE PROVIDED SO THAT THE MAXIMUM DISTANCE BETWEENJOINTS SHALL BE NO MORE THAN 3 TIMES THE SLAB THICKNESS INFEET (OR AS SHOWN ON PLANS). SAWCUT CONTROL JOINTS SHALL BEMADE AS SOON AS SLAB WILL SAFELY SUPPORT MEN AND EQUIPMENTAND THE SLAB WILL NOT BE DAMAGED BY EQUIPMENT. ASPECT RATIO(LONGSIDE TO SHORTSIDE OF CONCRETE AREA) SHALL NOT EXCEED1.5.

C. DEVIATION FROM OR ADDITION TO CONSTRUCTION OR CONTROLJOINT LOCATIONS SHOWN SHALL BE SUBMITTED TO THE ENGINEERFOR REVIEW AND APPROVAL AND ARE ACCEPTABLE ONLY AS ACHANGE ORDER THAT WILL INCLUDE ENGINEERING CHARGES BY THEENGINEER OF RECORD FOR REDESIGN OF THE STRUCTURE ASREQUIRED. SHORING REQUIREMENTS TO IMPLEMENT REVISEDCONSTRUCTION JOINTS SHALL BE THE RESPONSIBILITY OF THECONTRACTOR.

3201 REINFORCING STEEL:A. SHALL BE ASTM A615 GRADE 60 DEFORMED BARS (WELDABLEREINFORCING "DBA" SHALL CONFORM TO ASTM A-706 GRADE 60),FREE FROM OIL, SCALE AND RUST AND PLACED IN ACCORDANCEWITH THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF ACISTANDARDS AND SPECIFICATIONS. SECURE APPROVAL OF SHOPDRAWINGS PRIOR TO COMMENCING FABRICATION. REINFORCINGBAR DETAILING SHALL COMPLY WITH ACI 315 "MANUAL OF STANDARDPRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES"AND CRSI MANUAL OF STANDARD PRACTICE.

B. CLEAR COVER TO REINFORCING SHALL BE AS INDICATED BELOW.WHERE A SPECIFIC CONDITION IS NOT NOTED, REFER TO ACIREQUIREMENTS FOR COVER:

TOP BOTTOMSIDES/EDGESFRAMED SLABS ON GRADE 1" 3" NA

ELEVATED FRAMED SLAB,INTERIOR NON-PT 3/4" 3/4" 1"

EXTERIOR PT 1” 3/4" 1"

NOTE: MAXIMUM DEVIATION IN BAR PLACEMENT SHALL BE AS DICTATEDBY ACI.

3201 REINFORCING STEEL (CONT'D):C. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR DRIPS,CHAMFERS, REGLETS, SLOTS, SLEEVES, ANCHORS, AND INSERTS.UNLESS SHOWN ON STRUCTURAL DRAWINGS NO OPENINGS LARGERTHAN 12"x12" SHALL BE PLACED IN SLABS OR WALLS. FOR OPENINGSNOT SHOWN ON STRUCTURAL DRAWINGS, APPROVALS MUST BEOBTAINED FROM THE ENGINEER PRIOR TO FABRICATION OF STEELAND PLACEMENT OF CONCRETE. SEE NOTES ON EMBEDDED ITEMSFOR ADDITIONAL LIMITATIONS.

D. PROVIDE CONTINUOUS REINFORCING WHERE POSSIBLE, SPLICEONLY AS SHOWN ON DRAWINGS OR AS APPROVED BY STRUCTURALENGINEER. PROVIDE CORNER BARS AT ALL WALL, GRADE BEAM ANDSTRIP FOOTING CORNERS. BARS SHALL BE THE SAME SIZE ANDSPACING AS THE HORIZONTAL REINFORCING. INTERSECTING WALLS,GRADE BEAMS AND STRIP FOOTINGS SHALL BE DOWELED TOGETHERIN THE SAME MANNER. PROVIDE 2 NO. 4 TOP DIAGONAL BARS 4'-0"LONG AT ALL REENTRANT CORNERS IN ALL SLABS ON GRADE ANDELEVATED SLABS.

E. SHOP DRAWINGS SHALL ADEQUATELY DEPICT THE REINFORCINGBAR SIZES AND PLACEMENT. SHOP DRAWINGS SHALL INCLUDEADEQUATE SECTIONS, ELEVATIONS AND DETAILS. WRITTENDESCRIPTIONS ARE NOT ACCEPTABLE. ALL CONCRETE WALLS SHALLBE DETAILED IN ELEVATION.

F. SPLICING OF REINFORCING SHALL BE AS SHOWN OR AS INDICATEDIN SCHEDULE. MECHANICAL SPLICING DEVICES SHALL DEVELOP 125%OF THE SPECIFIED YIELD STRENGTH (FY) OF THE BAR. STAGGERMECHANICAL SPLICES WHERE POSSIBLE.

G. DO NOT WELD OR TACK WELD REINFORCING STEEL UNLESSAPPROVED OR DIRECTED BY THE STRUCTURAL ENGINEER.

H. TIE ALL REINFORCING AND EMBEDS SECURELY IN PLACE PRIOR TOPLACING CONCRETE. PROVIDE SUFFICIENT SUPPORTS TO MAINTAINTHE POSITION OF REINFORCEMENT AND EMBEDS WITHIN SPECIFIEDTOLERANCES DURING ALL CONSTRUCTION ACTIVITIES.

I. THE SHOP DRAWINGS FOR REINFORCING STEEL SHALL INCLUDESCALE ELEVATIONS OF ALL CONCRETE WALLS.

J. OPENINGS THROUGH CONCRETE WALLS, SLABS OR OTHERSTRUCTURAL ELEMENTS NOT DETAILED ON THE STRUCTURALDRAWINGS MUST BE LOCATED AND SHOWN ON THE APPLICABLEREINFORCING STEEL SHOP DRAWINGS. THE FINAL LOCATION OF ALLOPENINGS MUST BE REVIEWED BY THE A/E BEFORE THE CONCRETE ISPOURED.

CERTIFICATE OF AUTHORIZATION NO. 27322

PROJ No.www.trcww.com

- TRC Worldwide Eng, Inc. All rights reserved.

12550 Professional Park Drive, Suite 7FORT MYERS, FL 33913

PHONE: (239) 939-1414 FAX: (239) 278-4289©

Paul S. MoerschelFlorida Reg. No. 60487

DESIGN BY:

DRAWN BY:

CAD FILE:

CHECKED BY:

PROJECT NO. :

DATE :

SHEET NO. :

950 Encore WayNaples, FL 34110

Phone: (239) 254-2000Florida Certificate of

Authorization No. 17722013

FOR 22x34 THE SCALE IS AS NOTED.FOR 11x17 THE SCALE IS 50% OF THE SCALE SHOWN.

NO. DATE REVISIONS BY11/1

1/20

13 4

:12:

47 P

M

S1.1

06/13

SOUTH COUNTY WATER RECLAMATION FACILITY

STRUCTURAL NOTES

RDJ

KLI

PSM

13FTM237

2013.039REPLACEMENT OF PROCESS AIR BLOWERS

SHEET INDEX

SHT # DESCRIPTIONS1.1 STRUCTURAL NOTESS1.2 STRUCTURAL NOTESS1.3 DEMOLITION PLANS1.4 NEW PUMP PADS

STRUCTURAL NOTES

3301 CAST-IN-PLACE CONCRETE:A. ALL CAST-IN-PLACE CONCRETE SHALL BE PER AN APPROVED MIXDESIGN PROPORTIONED TO ACHIEVE A STRENGTH AT 28 DAYS ASLISTED BELOW WITH A PLASTIC AND WORKABLE MIX:

5000 PSI FOR SLAB-ON-GRADE AND OTHER STRUCTURAL CONCRETE

B. CONCRETE SHALL BE PLACED AND CURED ACCORDING TO ACI 301(-05) STANDARDS AND SPECIFICATIONS.

C. PRIOR TO CONCRETE PLACEMENT, MIX DESIGN SHALL BESUBMITTED AND ACCEPTED BY ENGINEER FOR USE. MIX DESIGNSHALL INCLUDE THE FOLLOWING:

1. MIX DESIGN WHICH SHALL INCLUDE TESTED, STATISTICAL BACK-UP DATA AS PER CHAPTER 5 OF ACI 318.

2. ONLY TYPE II CEMENT SHALL BE USED FOR SLAB-ON GRADECONCRETE.

3. CONCRETE MIX DESIGNS SHALL INCLUDE A WRITTENDESCRIPTION INDICATING WHERE EACH PARTICULAR MIX IS TO BEPLACED WITHIN THE STRUCTURE. FAILURE TO COMPLY MAY RESULT INREJECTION OF THE MIX. IF ACCEPTED, PEA ROCK PUMP MIX USE ISLIMITED TO VERTICAL ELEMENT POURS AND BEAM POURS LESS THAN60 LINEAL FEET PER POUR

4. MIX DESIGN SHALL MEET THE REQUIREMENTS OF ASTM C33 FORCOARSE AGGREGATE.

5. CALCIUM CHLORIDES SHALL NOT BE UTILIZED6. OTHER ADMIXTURES MAY BE USED ONLY WITH THE APPROVAL OF

THE ENGINEER.7. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING

STRUCTURAL DRAWINGS AND SPECIFYING THE USE OF WATERREDUCERS WHERE REINFORCING CONGESTION WARRANTS.

D. CONCRETE SHALL COMPLY WITH THE REQUIREMENTS OF ASTMSTANDARD C94 FOR MEASURING, MIXING, TRANSPORTING, ETC.CONCRETE TICKETS SHALL BE TIME STAMPED WHEN CONCRETE ISBATCHED. THE MAXIMUM TIME ALLOWED FROM THE TIME THE MIXINGWATER IS ADDED UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALLNOT EXCEED ONE AND ONE HALF (1-1/2) HOURS. IF FOR ANY REASONTHERE IS A LONGER DELAY THAN THAT STATED ABOVE, THECONCRETE SHALL BE DISCARDED. IT SHALL BE THE RESPONSIBILITYOF THE TESTING LAB TO NOTIFY THE OWNER'S REPRESENTATIVE ANDTHE CONTRACTOR OF ANY NONCOMPLIANCE WITH THE ABOVE.

E. SLABS SHALL BE CURED USING A DISSIPATING CURING COMPOUNDMEETING ASTM STANDARD C309 TYPE 1-D AND SHALL HAVE A FUGITIVEDYE. THE COMPOUND SHALL BE PLACED AS SOON AS THE FINISHING ISCOMPLETED OR AS SOON AS THE WATER HAS LEFT THE UNFINISHEDCONCRETE. SCUFFED OR BROKEN AREAS IN THE CURING MEMBRANESHALL BE RECOATED DAILY.

F. WATER/CEMENTITIOUS MATERIAL RATIO FOR CONCRETE BELOWOR AT GRADE AND FOR CONCRETE SUBJECTED TO DEICERS AND/ORSPECIFIED TO BE WATERTIGHT SHALL NOT EXCEED 0.45 BY WEIGHT.

G. ALL CONCRETE EXPOSED TO THE WEATHER SHALL BE AIR-ENTRAINED. FOR SURFACE FINISHES AND OTHER REQUIREMENTS,REFER TO THE CONCRETE SPECIFICATIONS.

H. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR DRIPS,CHAMFERS, REGLETS, SLOTS, SLEEVES, ANCHORS, AND INSERTS.UNLESS SHOWN ON STRUCTURAL DRAWINGS NO OPENINGS LARGERTHAN 12"x12" SHALL BE PLACED IN SLABS OR WALLS. FOR OPENINGSNOT SHOWN ON STRUCTURAL DRAWINGS, APPROVALS MUST BEOBTAINED FROM THE ENGINEER PRIOR TO FABRICATION OF STEELAND PLACEMENT OF CONCRETE. LOCATION DRAWINGS FOR ALLSLEEVES AND BLOCKOUTS IN THE CONCRETE SHALL BE SUBMITTEDFOR APPROVAL BY THE STRUCTURAL ENGINEER PRIOR TOPLACEMENT.

I. CONFORM TO ACI 306R FOR COLD WEATHER CONCRETING AND ACI305R FOR HOT WEATHER CONCRETING WHEN ANY COMBINATION OFHIGH TEMPERATURE, LOW RELATIVE HUMIDITY AND WIND VELOCITYTEND TO IMPAIR THE QUALITY OF THE CONCRETE. CONCRETE IS TOBE REJECTED IF ITS TEMPERATURE AT TIME OF PLACEMENT IS 90°FOR ABOVE. PROTECT SURFACES OF EXPOSED CONCRETE FROMPRECIPITATION DAMAGE UNTIL ADEQUATE STRENGTH IS GAINED TOPREVENT DAMAGE.

J. CONCRETE SHALL BE VIBRATED BY MECHANICAL VIBRATORS.

3304 CONCRETE TESTING:AN INDEPENDENT TESTING LABORATORY SHALL PERFORM THEFOLLOWING TESTS ON CAST-IN-PLACE CONCRETE:

A. ASTM C143 - "STANDARD TEST METHOD FOR SLUMP OF PORTLANDCEMENT CONCRETE." MAXIMUM SLUMP SHALL BE __ INCHES.

B. ASTM C39 - "STANDARD TEST METHOD FOR COMPRESSIVESTRENGTH OF CYLINDRICAL CONCRETE SPECIMENS." A SEPARATETEST SHALL BE CONDUCTED FOR EACH CLASS, FOR EVERY 50 CUBICYARDS (OR FRACTION THEREOF), PLACED PER DAY. REQUIREDCYLINDER(S) QUANTITIES AND TEST AGE AS FOLLOWS:

1 AT 3 DAYS 1 AT 7 DAYS 2 AT 28 DAYS

ONE ADDITIONAL RESERVE CYLINDER TO BE TESTED UNDER THEDIRECTION OF THE ENGINEER, IF REQUIRED. IF 28 DAY STRENGTH ISACHIEVED, THE ADDITIONAL CYLINDER(S) MAY BE DISCARDED.

3601 POST-INSTALLED ANCHORS:A. POST INSTALLED ANCHORS SHALL ONLY BE USED WHERESPECIFIED ON THE DRAWINGS.

B. CONTRACTOR SHALL OBTAIN APPROVAL FROM ENGINEER OFRECORD PRIOR TO USING POST-INSTALLED ANCHORS FOR MISSING ORMISPLACED CAST-IN ANCHORS.

C. CARE SHALL BE GIVEN TO AVOID DAMAGING EXISTING REBAR WHENDRILLING HOLES. HOLES SHALL BE DRILLED AND CLEANED PERMANUFACTURER’S INSTRUCTIONS.

D. UNLESS SPECIFIED OTHERWISE, ANCHORS SHALL BE EMBEDDED INTHE APPROPRIATE SUBSTRATE WITH A MINIMUM EMBEDMENT OF 8TIMES THE NOMINAL ANCHOR DIAMETER OR THE EMBEDMENTREQUIRED FOR SUPPORT OF THE INTENDED LOAD. ANCHORS SHALL BEINSTALLED PER THE MANUFACTURER’S INSTALLATION INSTRUCTIONS ATNOT LESS THAN MINIMUM EDGE DISTANCE AND/OR SPACING INDICATEDIN THE MANUFACTURER’S LITERATURE.

E. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSELISTED BELOW SHALL BE SUBMITTED TO THE ENGINEER OF RECORDFOR REVIEW AND APPROVAL WITH CALCULATIONS PREPARED, SIGNEDAND SEALED BY AN ENGINEER REGISTERED IN THE JURISDICTION OFTHE PROJECT SHOWING THAT THE SUBSTITUTED PRODUCT WILLACHIEVE AN EQUIVALENT CAPACITY USING THE APPROPRIATE DESIGNPROCEDURE.

F. ACCEPTABLE PRODUCTS FOR ANCHORS EXPOSED TO WEATHER ORFOR ENVIRONMENTAL STRUCTURES ARE AS FOLLOWS:

1. CONCRETE MECHANICAL ANCHORS:-TRUBOLT BY ITW REDHEAD– AISI 316 STAINLESS STEEL-KWIK BOLT 3 BY HILTI - AISI 316 STAINLESS STEEL-POWER STUD BY POWERS – AISI 316 STAINLESS STEEL

2. SCREW ANCHORS:-TAPPER BY POWERS – AISI 316 STAINLESS STEEL-HUS-H BY HILTI

3. CONCRETE OR SOLID GROUTED CMU ADHESIVE ANCHORS:-HIT HY150 AND AISI 316 STAINLESS STEEL THREADED ROD,

HAS OR HIT-TZ ROD-POWER FAST+ AND AISI 316 STAINLESS STEEL THRREADED

ROD

9900 PAINTING:A. CONTRACTOR TO RE-PAINT/TOUCHUP EXISTING SURFACES WHEREDAMAGED BY CONSTRUCTION ACTIVITIES AND TO RENDER THECOMPLETED PROJECT VISUALLY CONTINUOUS AS NOT TO APPEAR ASRE-PAINT/TOUCHUP HAS OCCURRED.

B. USE PRIMER AND PAINT TO BE COMPATIBLE W/ EXISTING PAINT ANDTO MATCH EXISTING COLOR.

AR - ANCHOR RODALT - ALTERNATEAPPROX - APPROXIMATELYARCH - ARCHITECTARCHL - ARCHITECTURALB/ - BOTTOM OFBC - BOTTOM CHORDBLDG - BUILDINGBM - BEAMBOTT - BOTTOMBRG - BEARINGC/C - CENTER TO CENTERCIP - CAST IN PLACECJ - CONTRACTION JOINTCL - CENTERLINECLR - CLEARCMU - CONCRETE MASONRY UNITCOL - COLUMNCONC - CONCRETECONFIG - CONFIGURATIONCONT - CONTINUOUSCONTR - CONTRACTORCTR - CENTERDBL - DOUBLEDET - DETAILDIA - DIAMETERDIM - DIMENSIONDN - DOWNDR - DRAINDWG - DRAWINGEA - EACHEE - EACH ENDEF - EACH FACEEJ - EXPANSION JOINTEL - ELEVATIONELEV - ELEVATORENGR - ENGINEEREOR - ENGINEER OF RECORDEOS - EDGE OF SLABEQ - EQUALEW - EACH WAYEXIST - EXISTINGEXP - EXPANSIONEXT - EXTERIORFIN - FINISHFLR - FLOORFND - FOUNDATIONFOM - FACE OF MASONRYFS - FAR SIDEFT - FOOTFTG - FOOTINGGA - GAGEGALV - GALVANIZEDGC - GENERAL CONTRACTORGT - GIRDER TRUSSHC - HOLLOW COREHCP - HOLLOW CORE PLANKHDG - HOT DIPPED GALVANIZEDHG - HIP GIRDERHK - HOOKHORIZ - HORIZONTALHP - HIGH POINTHS - HIGH STRENGTHIJ - ISOLATION JOINTINFO - INFORMATIONINS - INSULATIONINT - INTERIORIRR - IRREGULARJB - JOIST BEARINGJBE - JOIST BEARING ELEVATIONJR - JAMB REINFORCINGJT - JOINT

K - KIP(s), 1000 POUNDSKLF - KIPS PER LINEAR FOOTKJ - CONSTRUCTION JOINTL - ANGLELG - LONGLLH - LONG LEG HORIZONTALLLV - LONG LEG VERTICALLP - LOW POINTLW - LONG WAYLWT - LIGHTWEIGHTMFR - MANUFACTURERMAS - MASONRYMO - MASONRY OPENINGMATL - MATERIALMAX - MAXIMUMMECHL - MECHANICALMTL - METALMIN - MINIMUMMISC - MISCELLANEOUSNS - NEAR SIDENIC - NOT IN CONTRACTNTS - NOT TO SCALENW - NORMAL WEIGHTOC - ON CENTEROH - OPPOSITE HANDOPNG - OPENINGPAF - POWER ACTUATED FASTENERSPART - PARTITIONPARTL - PARTIALPCJ - PRECAST CONCRETE JOISTPL - PLATEPLF - POUNDS PER LINEAR FOOTPSF - POUNDS PER SQUARE FOOTPSI - POUNDS PER SQUARE INCHPT - POST TENSIONEDPrT - PRESSURE TREATEDR - RADIUSREG - REGULARREINF - REINFORCINGREM - REMAINDERREQD - REQUIREDREV - REVISED/REVISIONRM - ROOMRO - ROUGH OPENINGRQMTS - REQUIREMENTSSCHED - SCHEDULESECT - SECTIONSIM - SIMILARSL - SLOPESOG - SLAB-ON-GRADESP - SPIRALSQ - SQUARESS - STAINLESS STEELSTD - STANDARDSTL - STEELSTRUCTL - STRUCTURALSW# - SHEARWALLSW - SHORT WAYT/ - TOP OFTB - TIE BEAMTC - TIE COLUMNTEMP - TEMPERATURETJ - TIE JOISTTR - TRUSSTYP - TYPICALUNO - UNLESS NOTED OTHERWISEVERT - VERTICALW/ - WITHW/O - WITHOUTWD - WOODWP - WORK POINTWWR - WELDED WIRE REINFORCING

ABBREVIATIONS

CERTIFICATE OF AUTHORIZATION NO. 27322

PROJ No.www.trcww.com

- TRC Worldwide Eng, Inc. All rights reserved.

12550 Professional Park Drive, Suite 7FORT MYERS, FL 33913

PHONE: (239) 939-1414 FAX: (239) 278-4289©

Paul S. MoerschelFlorida Reg. No. 60487

DESIGN BY:

DRAWN BY:

CAD FILE:

CHECKED BY:

PROJECT NO. :

DATE :

SHEET NO. :

950 Encore WayNaples, FL 34110

Phone: (239) 254-2000Florida Certificate of

Authorization No. 17722013

FOR 22x34 THE SCALE IS AS NOTED.FOR 11x17 THE SCALE IS 50% OF THE SCALE SHOWN.

NO. DATE REVISIONS BY11/1

1/20

13 4

:12:

47 P

M

S1.2

06/13

SOUTH COUNTY WATER RECLAMATION FACILITY

STRUCTURAL NOTES

RDJ

KLI

PSM

13FTM237

2013.039

ABC

4

5

6

7

BLOWER PUMP PAD #1

BLOWER PUMP PAD #2

BLOWER PUMP PAD #3

BLOWER PUMP PAD #4

D2

D2

D1

D1

4'-1

3/4

" ±6'

-2 1

/4" ±

4'-1

3/4

" ±12

'-1 5

/8" ±

9'-4 3/8" ±

2'-4

1/4

" ±

9 3/4" ±

2'-4

1/4

" ±

9 3/4" ±

13'-2 3/8" ±

3S1.4

PHASE 3

ABC

1

2

3

4

BLOWER PUMP PAD #5

BLOWER PUMP PAD #6

BLOWER PUMP PAD #7

BLOWER PUMP PAD #8

D2

D2

D2

D2

2'-5

3/4

" ±4'

-10

1/4"

±2'

-8" ±

6'-3

" ±1'

-4 1

/2" ±

7'-9

1/8

" ±2'

-9 1

/4" ±

7'-9

1/8

" ±7'

-11

1/2"

±

9'-2" ±

7'-11 3/4" ±

8'-11 3/4" ±

9'-0" ±

3S1.4

PHASE 1

PHASE 2

CERTIFICATE OF AUTHORIZATION NO. 27322

PROJ No.www.trcww.com

- TRC Worldwide Eng, Inc. All rights reserved.

12550 Professional Park Drive, Suite 7FORT MYERS, FL 33913

PHONE: (239) 939-1414 FAX: (239) 278-4289©

Paul S. MoerschelFlorida Reg. No. 60487

DESIGN BY:

DRAWN BY:

CAD FILE:

CHECKED BY:

PROJECT NO. :

DATE :

SHEET NO. :

950 Encore WayNaples, FL 34110

Phone: (239) 254-2000Florida Certificate of

Authorization No. 17722013

FOR 22x34 THE SCALE IS AS NOTED.FOR 11x17 THE SCALE IS 50% OF THE SCALE SHOWN.

NO. DATE REVISIONS BY11/1

1/20

13 4

:12:

48 P

M

S1.3

06/13

SOUTH COUNTY WATER RECLAMATION FACILITY

DEMOLITION PLAN

RDJ

KLI

PSM

13FTM237

2013.039REPLACEMENT OF PROCESS AIR BLOWERS

1/4" = 1'-0"S1.31 PLAN (BLOWERS 1-4)

1/4" = 1'-0"S1.32 PLAN (BLOWERS 5-8)

KEYNOTES

KEY DESCRIPTION1 EXISTING CONCRETE EQUIPMENT PADS 1 & 2 TO

REMAIN.2 EXISTING 16" CONCRETE MAT SLAB. EXISTING

COATING SHALL BE INSPECTED BY A COATINGSPECIALIST AND RECOATED WITH EPOXY COATING.SEE SPECIFICATION 09960. THE ENTIRE FLOOR FROMGRIDLINES 1 TO 4 SHALL BE RECOATED BY THE PHASE2 CONTRACTOR. THE ENTIRE FLOOR FROM GRIDLINES4 TO 7 SHALL BE RECOATED BY THE PHASE 3CONTRACTOR.

3 NEW 16" THICK INFILL CONCRETE MAT SLAB ONFLOWABLE FILL SEE 1/S1.1. PROVIDE EPOXY COATINGAND FINISH PER SPECIFICATION SECTION 09960.

4 3 1/2" THICK HOUSEKEEPING PAD.D1 EXISTING EQUIPMENT CONCRETE PADS FOR BLOWERS

1 & 2 TO REMAIN.D2 EXISTING EQUIPMENT CONCRETE PADS AND 16"

CONCRETE MAT SLAB TO BE SAW CUT AND REMOVED.COORDINATE WITH ELECTRICAL DRAWINGS FOREXTENTS OF DEMOLITION. DO NOT DAMAGE CONDUITAS DIRECTED BY ELECTRICAL ENGINEER. DO NOTDAMAGE EXISTING REINFORCING.

NORTHNORTH

ABC

4

5

6

7

BLOWER PUMP PAD #1

BLOWER PUMP PAD #2

BLOWER PUMP PAD #3

BLOWER PUMP PAD #4

1

1

3S1.4

2

3

3

4

4

3 1/

2"3

1/2"

4'-8

" ±2'

-10"

±

3'-4" ± 10'-6 1/4" ±

2'-4

" ±5'

-2" ±

2'-1

0" ±

2'-1

0" ±

4'-8

" ±

2'-3 1/4" ± 11'-7" ±

5'-2

" ±2'

-4" ±

10'-11 1/8" ±

FD

PHASE 3

ABC

1

2

3

4

BLOWER PUMP PAD #5

BLOWER PUMP PAD #6

BLOWER PUMP PAD #7

BLOWER PUMP PAD #8

3S1.4

2

3

3

3

3

4

4

4

4

3 1/

2"

13'-4" ±

5'-2

" ±8'

-1" ±

3'-1

1" ±

5'-2

" ±3'

-11

1/4"

±5'

-2" ±

3'-1

1 1/

4" ±

5'-2

" ±3'

-3 7

/8" ±

9'-2 7/8" ±

4S1.4

TYP

PHASE 1

PHASE 2

NEW 16" THICK SHRINKAGECOMPENSATING CONCRETE

INFILL SLAB W/ #7@8" OCEW T&B (f'c=5,000 PSI)

SAW CUT & REMOVESLAB10" BEYONDREQUIRED DEMOCAREFUL NOT TODAMAGE EXISTINGREINFORCING

EXISTING CONCRETE SLAB

FILL VOID FROM EQUIPMENTPAD REMOVAL AND FILL WITHEXCAVATABLE FLOWABLEFILL TO BOTTOM OF EXISTINGSLAB. SEE SPECIFICATIONSON FLOWABLE FILL

10"SEE DEMO PLAN

VARIES 10"

1'-4

"VE

RIF

YFI

ELD

EXISTINGCONCRETE SLAB

ZAP SCREWLOKCOUPLER BY

BARSPLICE PRODUCTS

#3 DOWELS @10" OC ALONG

PERIMETER

3/4" CHAMFER

2" C

LR

2" CLR

NEW 3 1/2" THICK SHRINKAGECOMPENSATING CONCRETEHOUSEKEEPING PAD (f'c=5,000 PSI) W/#3@10" OC EA WAY, SEE PLAN FORPAD SIZE & LOCATION

DRILL & EPOXY #3 DOWELS W/STD 90° HK @ 10" OC W/ HILTI HITHY150 MAX W/ 6" EMBED AROUNDPERIMETER AS REQUIRED

NEW 16" THICK SHRINKAGECOMPENSATING CONCRETE

INFILL SLAB W/ #7@8" OCEW T&B (f'c=5,000 PSI)

SAW CUT & REMOVESLAB10" BEYONDREQUIRED DEMOCAREFUL NOT TODAMAGE EXISTINGREINFORCING

EXISTINGCONCRETE SLAB

FILL VOID FROM EQUIPMENTPAD REMOVAL AND FILL WITHEXCAVATABLE FLOWABLEFILL TO BOTTOM OF EXISTINGSLAB. SEE SPECIFICATIONSON FLOWABLE FILL

10"SEE DEMO PLAN

VARIES 10"

1'-4

"VE

RIF

YFI

ELD

EXISTINGCONCRETE SLAB

ZAP SCREWLOKCOUPLER BY

BARSPLICE PRODUCTS

#3 DOWELS @ 10" OCW/ STD 90° HKSAROUND PERIMETER

3/4" CHAMFER

2" C

LR

2" CLR

NEW 3 1/2" THICK SHRINKAGECOMPENSATING CONCRETEHOUSEKEEPING PAD (f'c=5,000 PSI) W/#3@10" OC EA WAY, SEE PLAN FORPAD SIZE & LOCATION

CERTIFICATE OF AUTHORIZATION NO. 27322

PROJ No.www.trcww.com

- TRC Worldwide Eng, Inc. All rights reserved.

12550 Professional Park Drive, Suite 7FORT MYERS, FL 33913

PHONE: (239) 939-1414 FAX: (239) 278-4289©

Paul S. MoerschelFlorida Reg. No. 60487

DESIGN BY:

DRAWN BY:

CAD FILE:

CHECKED BY:

PROJECT NO. :

DATE :

SHEET NO. :

950 Encore WayNaples, FL 34110

Phone: (239) 254-2000Florida Certificate of

Authorization No. 17722013

FOR 22x34 THE SCALE IS AS NOTED.FOR 11x17 THE SCALE IS 50% OF THE SCALE SHOWN.

NO. DATE REVISIONS BY11/1

1/20

13 4

:12:

49 P

M

S1.4

06/13

SOUTH COUNTY WATER RECLAMATION FACILITY

NEW PUMP PADS

RDJ

KLI

PSM

13FTM237

2013.039REPLACEMENT OF PROCESS AIR BLOWERS

1/4" = 1'-0"S1.41 NEW PUMP PADS (BLOWERS 3-4)

1/4" = 1'-0"S1.42 NEW PUMP PADS (BLOWERS 5-8)

NORTHNORTH

KEYNOTES

KEY DESCRIPTION1 EXISTING CONCRETE EQUIPMENT PADS 1 & 2 TO

REMAIN.2 EXISTING 16" CONCRETE MAT SLAB. EXISTING

COATING SHALL BE INSPECTED BY A COATINGSPECIALIST AND RECOATED WITH EPOXY COATING.SEE SPECIFICATION 09960. THE ENTIRE FLOOR FROMGRIDLINES 1 TO 4 SHALL BE RECOATED BY THE PHASE2 CONTRACTOR. THE ENTIRE FLOOR FROM GRIDLINES4 TO 7 SHALL BE RECOATED BY THE PHASE 3CONTRACTOR.

3 NEW 16" THICK INFILL CONCRETE MAT SLAB ONFLOWABLE FILL SEE 1/S1.1. PROVIDE EPOXY COATINGAND FINISH PER SPECIFICATION SECTION 09960.

4 3 1/2" THICK HOUSEKEEPING PAD.D1 EXISTING EQUIPMENT CONCRETE PADS FOR BLOWERS

1 & 2 TO REMAIN.D2 EXISTING EQUIPMENT CONCRETE PADS AND 16"

CONCRETE MAT SLAB TO BE SAW CUT AND REMOVED.COORDINATE WITH ELECTRICAL DRAWINGS FOREXTENTS OF DEMOLITION. DO NOT DAMAGE CONDUITAS DIRECTED BY ELECTRICAL ENGINEER. DO NOTDAMAGE EXISTING REINFORCING.

3/4" = 1'-0"S1.43 CONCRETE MAT SLAB INFILL

3/4" = 1'-0"S1.44 CONCRETE MAT SLAB INFILL