STRUCTURAL NOTES:A. ELECTRONIC VERSIONS OF STRUCTURAL DRAWINGS ARE THE SOLE,COPYRIGHTED PROPERTY OF TRC WORLDWIDE ENGINEERING INC. ELECTRONICVERSIONS OF DRAWINGS ARE NOT TO BE USED OR TRANSFERRED WITHOUT THEEXPRESS, WRITTEN PERMISSION OF TRC WORLDWIDE ENGINEERING INC.

STRUCTURAL NOTES

1018 STRUCTURAL DEMOLITIONA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTING METHODS OFDEMOLITION SO THAT THE REMAINING STRUCTURE WILL NOT BE IMPAIRED ORDAMAGED.

B. SAWCUTTING AND CORING SHALL BE UTILIZED TO THE FULLEST EXTENTPOSSIBLE. ISOLATE CONSTRUCTION TO BE REMOVED FROM THE STRUCTURETO REMAIN.

C. ONLY OVERCUT OPENINGS WHERE INDICATED. USE APPROPRIATE SIZECORES AT CORNERS SO THAT OVERCUTTING AT CORNERS WILL NOT BENECESSARY. USE CHIPPING TOOLS WHERE CORNERS ARE REQUIRED TO BESQUARE.

D. METHODS OF TRANSPORTING DEBRIS THROUGH THE BUILDING SHALL NOTOVERLOAD THE EXISTING OR NEW STRUCTURE.

E. CONTRACTOR SHALL PROVIDE SHORING AS REQUIRED TO SUPPORT THESTRUCTURE WHEN NEW WORK TO STRENGTHEN THE STRUCTURE CANNOT BEINSTALLED PRIOR TO DEMOLITION. MAINTAIN SHORING UNTIL NEW WORK HASATTAINED DESIGN STRENGTH.

F. EXISTING DOWELS FOR CONCRETE SUPPORTS THAT ARE DESIGNATED FORREMOVAL ON MECHANICAL PLANS SHALL BE SAW CUT 2" BELOW CONCRETESURFACE BY EXCAVATION OF CONCRETE FOR CUTTING REINFORCING.CONCRETE SHALL BE PATCHED WITH SIKACRETE 211 OR APPROVEDALTERNATE.

1060 DESIGN AND CONSTRUCTION STANDARDSA. THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED INACCORDANCE WITH THE FOLLOWING CODES AND REFERENCED STANDARDS:

(FBC) 2014 FLORIDA BUILDING CODE 5th EDITION(ACI 318-08) 2008 EDITION OF AMERICAN CONCRETE

INSTITUTE BUILDING CODE REQUIREMENTS FORSTRUCTURAL CONCRETE

(ACI 530-08) 2008 EDITION OF THE BUILDING CODEREQUIREMENTS FOR MASONRYCONSTRUCTURES

(ASCE 7-10) MINIMUM DESIGN LOADS FOR BUILINGS ANDOTHER STRUCTURES BY THE AMERICANSOCIETY OF CIVIL ENGINEERS

B. CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE ABOVEREFERENCED CODES AND STANDARDS AND THE FOLLOWING:

(ACI 117-06) SPECIFICATIONS FOR TOLERANCES FOR CONCRETECONSTRUCTION AND MATERIALS

(ACI 301-05) SPECIFICATIONS FOR TOLERANCES FOR CONCRETECONSTRUCTION AND MATERIALS

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

(ACI 305R-99) HOT WEATHER CONCRETING

(ACI 306R-88) COLD WEATHER CONCRETING

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

(ACI 315-99) DETAILS AND DETAILING OF CONCRETEREINFORCING

(ACI SP-15) FIELD REFERENCE MANUAL: SPECIFICATIONSFOR STRUCTURAL CONCRETE (ACI 301-05) WITHSELECTED ACI AND ASTM REFERENCES

(AWS D1.1-96) STRUCTURAL WELDING CODE-STEEL

(AWS D1.4-98) STRUCTURAL WELDING CODE-REINFORCINGSTEEL

1061 DESIGN LOADS:A. THE STRUCTURAL SYSTEMS FOR THIS RENOVATION HAVE BEEN DESIGNED INACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE 5TH EDITION (2014 FBC)BY THE INTERNATIONAL CODE COUNCIL, INC.

B. LIVE LOADS ARE REDUCED FROM THE BASE LIVE LOADS SHOWN ASALLOWED BY THE REFERENCED BUILDING CODE. THE FOLLOWINGSUPERIMPOSED DEAD LOADS AND LIVE LOADS HAVE BEEN UTILIZED:

LIVE LOAD = 50 PSFSUPERIMPOSED DEAD LOAD = 5 PSF

1122 RFI REVIEW:A. ALL CONTRACTOR RFI’S SHALL STATE CONTRACTOR’S SUGGESTION(S) FOR RESOLUTION ANDCOST IMPLICATIONS FOR SUGGESTION(S). EOR IS NOT RESPONSIBLE FOR DETERMINING COSTOR COST EFFECTIVENESS OF RFI RESPONSES.

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

B. CONTRACTOR SHALL OBTAIN APPROVAL FROM ENGINEER OF RECORD PRIOR TO USING POST-INSTALLED ANCHORS FOR MISSING OR MISPLACED CAST-IN ANCHORS.

C. CARE SHALL BE GIVEN TO AVOID DAMAGING EXISTING REBAR WHEN DRILLING HOLES. HOLESSHALL BE DRILLED AND CLEANED PER MANUFACTURER’S INSTRUCTIONS.

D. UNLESS SPECIFIED OTHERWISE, ANCHORS SHALL BE EMBEDDED IN THE APPROPRIATESUBSTRATE WITH A MINIMUM EMBEDMENT OF 8 TIMES THE NOMINAL ANCHOR DIAMETER OR THEEMBEDMENT REQUIRED FOR SUPPORT OF THE INTENDED LOAD. ANCHORS SHALL BE INSTALLEDPER THE MANUFACTURER’S INSTALLATION INSTRUCTIONS AT NOT LESS THAN MINIMUM EDGEDISTANCE AND/OR SPACING INDICATED IN THE MANUFACTURER’S LITERATURE.

E. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE LISTED BELOW SHALL BESUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL WITH CALCULATIONSPREPARED, SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE JURISDICTION OF THEPROJECT SHOWING THAT THE SUBSTITUTED PRODUCT WILL ACHIEVE AN EQUIVALENT CAPACITYUSING THE APPROPRIATE DESIGN PROCEDURE.

F. ACCEPTABLE PRODUCTS FOR ANCHORS NOT EXPOSED TO WEATHER ARE AS FOLLOWS:

1. EXPANSION ANCHORS FOR NON-CRACKED CONCRETEONLY:

-WEDGE-ALL (WA) BY SIMPSON STRONG-TIE-KWIK BOLT 3 BY HILTI

2. CRACKED CONCRETE MECHANICAL ANCHORS:-STRONG-BOLT (STB) BY SIMPSON STRONG-TIE-KWIK BOLT (TZ) BY HILTI

3. SCREW ANCHORS:-TITEN HD (THD) BY SIMPSON STRONG-TIE-HUS-H BY HILTI

4. ADHESIVE ANCHORS INTO SOLID CONCRETE OR FULLYGROUTED CMU:-ACRYLIC –TIE (AT)-SET EPOXY-TIE (SET) WITH RETROFIT BOLTS (RFB) BYSIMPSON-HY 200 MAX BY HILTI

5. FOR ANCHORING INTO HOLLOW BASE MATERIAL:-CONTACT ENGINEER

1010 GENERAL:A. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOBSPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, ANDSITE DRAWINGS. CONSULT THESE DRAWINGS FOR DEPRESSIONS, DIMENSIONS, ANDOTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS.

B. DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. ANY DISCREPANCIESSHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITHTHE AFFECTED PART OF THE WORK.

C. WHERE DRAWINGS AND SPECIFICATIONS ARE IN CONFLICT, THE MORE STRINGENTRESTRICTIONS AND REQUIREMENTS SHALL GOVERN.

D. PLAN NOTES, DETAILS AND SECTIONS SHALL TAKE PRECEDENCE OVER GENERALSTRUCTURAL NOTES. TYPICAL DETAILS AND SECTIONS NOT CUT ON PLANS SHALLAPPLY UNLESS NOTED OTHERWISE.

E. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THEBUILDING IS COMPLETE. IT IS THE CONTRACTOR’S RESPONSIBILITY TO DETERMINEERECTION PROCEDURES AND SEQUENCE TO INSURE SAFETY OF THE BUILDING AND IT’SCOMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION OF NECESSARYSHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE DOWNS. CONTRACTOR ISRESPONSIBLE FOR ENSURING THAT CONSTRUCTION COMPLIES WITH OSHAREGULATION INCLUDING DESIGN OF CONNECTIONS OF MEMBERS THAT WILL NOT BEFULLY COMPLETED AT THE TIME OF INSTALLATION.

1011 CONTRACTOR PROPOSED CHANGES AND SUBSTITUTIONS:A. PROPOSED CHANGES OR SUBSTITUTIONS TO STRUCTURAL DETAILS OR PLANS SHALLBE SUBMITTED TO THE ENGINEER OF RECORD (EOR) FOR REVIEW AND APPROVAL.SUBMITTALS SHALL CONTAIN FULL DOCUMENTATION OF CHANGES OR SUBSTITUTIONSWITH SUPPORTING, SEALED CALCULATIONS (WHERE APPLICABLE). THE REVIEW OFCHANGES AND SUBSTITUTIONS, RE-ANALYSIS AND/OR RE-DRAFTING TO INCORPORATECHANGES OR SUBSTITUTIONS INTO CONTRACT DOCUMENTS ARE ADDITIONAL SERVICESFOR EOR. EOR IS NOT RESPONSIBLE FOR DETERMINING THE COST EFFECTIVENESS OFPROPOSED CHANGES.

1012 CONTRACTOR REQUIRED REMEDIAL WORK:A. DESIGN OF REMEDIAL WORK RELATED TO CONSTRUCTION ERRORS,INSTALLATIONS NOT IN CONFORMANCE WITH CONTRACT DOCUMENTS, OR IN ANYWAY BROUGHT ABOUT BY ACTIVITIES OF THE CONTRACTOR, IS NOT WITHIN THESCOPE OF CA SERVICES PROVIDED BY ENGINEER OF RECORD. THE CONTRACTORSHALL CARRY IN HIS BASE BID THE COSTS FOR ENGINEERING WORK ASSOCIATEDWITH THE ABOVE.

1015 ALTERATION OF EXISTING FACILITY:A. WORK SHOWN ON THESE PLANS ASSUMES THAT THE ORIGINAL CONSTRUCTION WASPERFORMED IN ACCORDANCE WITH THE ABOVE INDICATED ORIGINAL DRAWINGSINCLUDING (BUT NOT LIMITED TO) DIMENSIONS, ELEVATIONS, MEMBER SIZES,MATERIALS, DETAILS, ETC. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TOVERIFY THE CONDITIONS RELATING TO THE EXISTING STRUCTURE AND TO NOTIFY THEENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS.

B. PRIOR TO SUBMISSION OF BIDS, THE CONTRACTOR SHALL HAVE VISITED THE SITEAND THOROUGHLY ACQUAINTED HIMSELF WITH THE EXACT NATURE OF THE WORKINDICATED ON THE DRAWINGS AND THE SPECIFICATIONS REQUIREMENTS. FAILURE TOCOMPLY WITH THE AFOREMENTIONED REQUIREMENTS SHALL NOT CONSTITUTE A BASISFOR CLAIMS FOR ADDITIONAL COMPENSATION.

D. PRIOR TO ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALLVERIFY ALL MEASUREMENTS, DIMENSIONS AND OTHER CONDITIONS OF EACH BUILDINGSCHEDULED FOR WORK AS MAY BE NECESSARY OR REQUIRED IN THE CONNECTION WITHTHIS WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OFSAME. PROVIDE TEN WORKING DAYS NOTICE TO THE OWNER PRIOR TO COMMENCINGEACH CUTTING OR ALTERATION ACTIVITY.

E. PROTECTION OF EXISTING EQUIPMENT, NEWLY INSTALLED EQUIPMENT, BUILDINGAND STRUCTURES:

1. THE CONTRACTOR SHALL FURNISH AND ERECT NECESSARY TEMPORARY DUSTTIGHT PROOF PARTITIONS WHERE DEMOLITION IS REQUIRED TO PROTECT EXISTINGEQUIPMENT, NEWLY INSTALLED EQUIPMENT, BUILDINGS AND STRUCTURES AND ASDIRECTED BY THE OWNER OR ENGINEER.

2. PARTITIONS SHALL BE CONSTRUCTED OF WOOD STUDS WITH PLYWOOD ORPOLYETHYLENE SHEETING. PARTITIONS SHALL EXTEND FROM A CLOSURE PLATE AT THEFLOOR TO EITHER THE BUILDING CEILING OR A TEMPORARY CEILING.THE CONTRACTOR SHALL FURNISH AND INSTALL ONE DOOR IN EACH ENCLOSURECOMPLETE WITH HARDWARE. SUCH ENCLOSURES WILL BE REQUIRED IN ALL AREAS OFDEMOLITION WORK AND FOR PROTECTION OF EXISTING EQUIPMENT AND NEWLYINSTALLED EQUIPMENT.

3. CONTRACTOR SHALL PROVIDE AN ADEQUATE VENTILATION SYSTEM FORWORKERS AND FOR DUST REMOVAL. CONTRACTOR SHALL PROVIDE ADEQUATELIGHTING AS REQUIRED FOR THE DEMOLITION WORK.

1120 SHOP DRAWING REVIEW:A. SHOP DRAWING SUBMITTALS ARE REQUIRED FOR ALL COMPONENTS SHOWN ONTHESE STRUCTURAL CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO:

1. ALL FASTENERS, ANCHORS, BOLTS, EPOXY ADHESIVES

B. SHOP DRAWINGS SHALL PROVIDE ACCURATE, DETAILED DIMENSIONAL INFORMATIONAS WELL AS COMPLETE SHOP AND FIELD ERECTION DETAILS NOT SHOWN ON CONTRACTDOCUMENTS NECESSARY FOR FABRICATION AND INSTALLATION OF COMPONENT.

C. SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE CONTRACTOR’S FIELDENGINEER PRIOR TO SUBMITTAL TO THE ARCHITECT/ENGINEER. DRAWINGS SUBMITTEDWITHOUT REVIEW WILL BE RETURNED UNCHECKED.

D. SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNINTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THECONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TOQUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC.

E. SHOP DRAWING SUBMITTALS SHALL INCLUDE A MAXIMUM OF 4 SETS OF PRINTS FORREVIEW. ONE SET OF PRINTS WILL BE RETAINED BY THE ENGINEER

F. SHOP DRAWINGS SHALL NOT CONTAIN DETAILS COPIED OR REPRODUCED FROM THECONTRACT DOCUMENTS. REPRODUCTION OF THE CONTRACT DOCUMENTS WILLRESULT IN A REJECTION OF THE SHOP DRAWINGS

G. ELECTRONIC VERSIONS OF STRUCTURAL CONTRACT DOCUMENTS ARE THE SOLE,COPYRIGHTED PROPERTY OF TRC WORLDWIDE ENGINEERING INC. ELECTRONICVERSIONS OF DRAWINGS ARE NOT TO BE USED OR TRANSFERRED WITHOUT THEEXPRESS, WRITTEN PERMISSION OF TRC WORLDWIDE ENGINEERING INC. USERS WILLSIGN A RELEASE AND REIMBURSE TRC WORLDWIDE ENGINEERING, INC. FOR EXPENSESINCURRED IN PREPARING AND TRANSMITTING ELECTRONIC DRAWINGS AT THE RATE TOBE DETERMINED UPON REQUEST.

H. CHANGES AND ADDITIONS MADE ON RE-SUBMITTALS SHALL BE CLEARLY FLAGGEDAND NOTED. THE PURPOSE OF THE RE-SUBMITTALS SHALL BE CLEARLY NOTED ON THELETTER OF TRANSMITTAL. ENGINEER REVIEW WILL BE LIMITED TO THOSE ITEMS CAUSINGTHE RE-SUBMITTAL.

I. ELECTRONIC SUBMITTALS OF SHOP DRAWINGS WILL ONLY BE ACCEPTED ANDREVIEWED PENDING ABOVE CONDITIONS ARE MET. TRC WORLDWIDE ENGINEERING, INC.WILL ELECTRONICALLY RETURN SUBMITTAL AND WILL NOT BE RESPONSIBLE FORPRINTING MULTIPLE COPIES FOR DISTRIBUTION.

9960 HIGH PERFORMANCE COATINGSA. HIGH PERFORMANCE EPOXY COATING SHALL BE EPOXYTEC CPP, SPRAYABLE ANDTROWEL APPLIED AS REQUIRED.

B. PRIME COAT MOISTURE RETARDER SHALL BE KOSTER VAP I 2000.

C. SUBMIT PRODUCT DATA SHEETS AND SAMPLES OF PRODUCT APPLICATION FORAPPROVAL.

D. USE MANUFACTURER CERTIFIED APPLICATORS AND TECHNIQUES SUITED FORCOATING.

E. EXAMINE SUBSTRATES AND CONDITIONS, WITH APPLICATOR PRESENT, FORCOMPLIANCE WITH REQUIREMENTS FOR MOISTURE CONTENT AND OTHER CONDITIONSAFFECTING PERFORMANCE OF WORK.

F. VERIFY COMPATIBILITY AND SUITABILITY OF SUBSTRATES, INCLUDING COMPATIBILITYWITH EXISTING FINISHES OR PRIMERS.

G. COMPLY WITH MANUFACTURER’S WRITTEN INSTRUCTIONS AND RECOMMENDATIONS IN“MPI ARCHITECTURAL PAINTING SPECIFICATION MANUAL” APPLICABLE TO SUBSTRATESINDICATED.

H. REMOVE PLATES, MACHINED SURFACES AND SIMILAR ITEMS ALREADY IN PLACE THATARE NOT TO BE COATED. IF REMOVAL IS IMPRACTICAL BECAUSE OF SIZE OR WEIGHT OFITEM, PROVIDE SURFACE-APPLIED PROTECTION BEFORE SURFACE PREPARATION ANDCOATING.

I. CONCRETE SURFACE PREPARATION:

a. REMOVE ALL EXISTING COATINGS, RELEASE AGENTS, CURING COMPOUNDS,EFFLORESCENCE, AND CHALK. DO NOT COAT SURFACES IF MOISTURE CONTENT ORALKALINITY OF SURFACES TO BE COATED EXCEEDS THAT PERMITTED IN THEMANUFACTURER’S WRITTEN INSTRUCTIONS.

b. SHOT BLAST OR ABRASIVE BLAST EXPOSED CONCRETE SURFACE TO ACHIEVE APROFILE CONFORMING TO SSPC-SP13 / NACE 6.

J. APPLICATION:

a. APPLY HIGH PERFORMANCE COATINGS IN ACCORDANCE TO MANUFACTURER’SWRITTEN INSTRUCTIONS.

b. MINIMUM REQUIRED FILM THICKNESS SHALL BE 80 MILS DFT.

CERTIFICATE OF AUTHORIZATION NO. 27322

FILE No.

www.trcww.com

- TRC Worldwide Engineering, Inc.All rights reserved.

11926 Fairway Lakes DriveFORT MYERS, FL 33913PHONE: (239) 939-1414

FAX: (239) 278-4289©

Paul S. MoerschelFlorida Reg. No. 60487

DESIGN BY:

DRAWN BY:

CAD FILE:

CHECKED BY:

PROJECT NO. :

DATE :

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CERTIFICATE OF AUTHORIZATION NO. 27322

FILE No.

www.trcww.com

- TRC Worldwide Engineering, Inc.All rights reserved.

11926 Fairway Lakes DriveFORT MYERS, FL 33913PHONE: (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. :

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2 PLAN VIEW WEIR GATE CONNECTION SECTION

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1 PARTIAL WEIR GATE PLAN

KEYNOTESKEY DESCRIPTION

1 ALUMINUM PLATE AND 8" CHANNEL TO BE REMOVED, STORED ANDREINSTALLED UPON COMPLETION OF WEIR GATE REPLACEMENT.

2 ALL EXPOSED CONCRETE AND CONCRETE SURFACES SHALL BEPREPARED AND RECEIVE EPOXYTECH CPP 80 MILS MINIMUM.

3 EXISTING ALUMINUM DIAMOND PLATE TO REMAIN.4 NEW WEIR GATES TO BE INSTALLED PER MANUFACTURER'S

SPECIFICATIONS. SEE DETAIL 2/S1 FOR WEIR GATE CONNECTIONDETAIL.