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ATTACHMENT B - PROJECT PLAN DOCUMENT
ENGINEERS PLANNERS SURVEYORS
MONTESHOLE
950 Encore Way
Naples, FL. 34110
Phone: (239) 254-2000
Florida Certificate of
Authorization No.1772
ENGINEERS PLANNERS SURVEYORS
MONTESHOLE
950 Encore Way
Naples, FL. 34110
Phone: (239) 254-2000
Florida Certificate of
Authorization No.1772
STRUCTURAL NOTES
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
BOTTOM REBAR
TOP REBAR
REINF SYMBOLSCOLUMN SYMBOLS
#, NO.
#
-+
SS
+0'-0"
&
8"
SYMBOL
SPOT ELEVATION TOP OF CONCRETE
TOP OF STEEL ELEVATION
POUNDS (FOLLOWING)
MINUS OR COMPRESSION
NUMBER (PRECEEDING)
TOP OF FOOTING ELEVATION
PLUS OR TENSION
CENTERLINE
BEAM SPLICE
L E G E N D
DETAIL INDICATOR
SECTION INDICATOR
BRICK
PLATE
ITEM
EARTH
CONCRETE (SECTION)
CONCRETE (PLAN)
SYMBOL
AND
ITEM
STEP IN STRUCTURE OR DEPRESSED SLAB
BAR PLACEMENTBAR SPACINGBAR SIZE
E=`E'C=`C'B=BOTTOMT=TOP4/12TINDICATES COLUMN THRU
INDICATES COLUMN BELOW
INDICATES COLUMN ABOVE
T/STL. EL. +20'-8" or (+20'-8")
COLUMN/PILASTER MARK
FOOTING MARK
TOP OF FOOTINGELEVATION
LOAD BEARING CONCRETE BLOCK (CMU)
STEP IN FTG., GRADE BM. OR OTHERSTRUCTURAL ELEMENT
1"S0.31
S0.31
0'-0"
CL
PL
CL
F1-1'-4"
C1/P1
1010 GENERAL CONDITIONS AND STATEMENTS:A. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOBSPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, ANDSITE DRAWINGS. CONSULT THESE DRAWINGS FOR DEPRESSIONS, AND OTHERDETAILS NOT 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. ANYDISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEERBEFORE PROCEEDING WITH THE AFFECTED PART OF THE WORK.
C. DO NOT SCALE OFF DRAWINGS OR DETAILS. DIMENSIONS PROVIDED ON PLANOVERRIDE ANY SCALED DIMENSIONS.
D. DETAILS, NOTES, KEYNOTES OR ANY INFORMATION SHOWN ON ANY PART OF THEDRAWINGS SHALL BE APPLIED TO ALL APPLICABLE OR SIMILAR CONDITIONS AND IFNOTED AS TYPICAL OR SHOWN FOR ONE CONDITION, SHALL BE APPLIED FOR ALLLIKE OR SIMILAR CONDITIONS UNLESS NOTED OTHERWISE. THE CONTRACTORMUST USE, IN CONJUNCTION WITH STRUCTURAL DRAWINGS, MECHANICAL,ELECTRICAL, PLUMBING AND SITE DRAWINGS TO DETERMINE WHERE CONDITIONSTHAT ARE LIKE OR SIMILAR APPLY.
1011 CONTRACTOR PROPOSED CHANGES AND SUBSTITUTIONS:A. PROPOSED CHANGES OR SUBSTITUTIONS TO STRUCTURAL DETAILS OR PLANSSHALL BE SUBMITTED TO THE ENGINEER OF RECORD (EOR) FOR REVIEW ANDAPPROVAL. SUBMITTALS SHALL CONTAIN FULL DOCUMENTATION OF CHANGES ORSUBSTITUTIONS WITH SUPPORTING, SEALED CALCULATIONS (WHERE APPLICABLE).THE REVIEW OF CHANGES AND SUBSTITUTIONS, RE-ANALYSIS AND/OR RE-DRAFTING TO INCORPORATE CHANGES OR SUBSTITUTIONS INTO CONTRACTDOCUMENTS ARE ADDITIONAL SERVICES FOR EOR. EOR IS NOT RESPONSIBLE FORDETERMINING THE COST EFFECTIVENESS OF PROPOSED CHANGES.
1015 EXISTING STRUCTURE:INFORMATION SHOWN FOR THE EXISTING STRUCTURE ON THESE DRAWINGS WASTAKEN FROM THE DRAWINGS THAT WERE:
PREPARED FOR: CITY OF NAPLES, NAPLES, FLORIDA PREPARED BY: ILFILCO DEGREMONT INC. ENTITLED: ACCELATOR TANK NO. 04 DATED: 04-07-1979
A. WORK SHOWN ON THESE PLANS ASSUMES THAT THE ORIGINAL CONSTRUCTIONWAS PERFORMED IN ACCORDANCE WITH THE ABOVE INDICATED ORIGINALDRAWINGS INCLUDING (BUT NOT LIMITED TO) DIMENSIONS, ELEVATIONS, MEMBERSIZES, MATERIALS, DETAILS, ETC. IT SHALL BE THE RESPONSIBILITY OF THECONTRACTOR TO VERIFY THE CONDITIONS RELATING TO THE EXISTINGSTRUCTURE AND TO DETERMINE IF MODIFICATIONS AS INDICATED ON DRAWINGSARE FEASIBLE AND PRACTICAL. FIELD DIMENSIONS AND SURVEY EXISTINGSTRUCTURE FOR NEW STRUCTURAL ELEMENTS PRIOR TO FABRICATION. NOTIFYTHE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS.
B. PRIOR TO SUBMISSION OF BIDS, THE CONTRACTOR SHALL HAVE VISITED THESITE AND THOROUGHLY ACQUAINTED HIMSELF WITH THE EXACT NATURE OF THEWORK INDICATED ON THE DRAWINGS AND THE SPECIFICATIONS REQUIREMENTS.FAILURE TO COMPLY WITH THE AFOREMENTIONED REQUIREMENTS SHALL NOTCONSTITUTE A BASIS FOR CLAIMS FOR ADDITIONAL COMPENSATION.
C. PRIOR TO ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTORSHALL VERIFY ALL MEASUREMENTS, DIMENSIONS AND OTHER CONDITIONS OFEACH BUILDING SCHEDULED FOR WORK AS MAY BE NECESSARY OR REQUIRED INTHE CONNECTION WITH THIS WORK. THE CONTRACTOR SHALL BE RESPONSIBLEFOR THE CORRECTNESS OF SAME. PROVIDE TEN WORKING DAYS NOTICE TO THEOWNER PRIOR TO COMMENCING EACH CUTTING OR ALTERATION ACTIVITY.
D. PROTECTION OF EXISTING EQUIPMENT, NEWLY INSTALLED EQUIPMENT,BUILDING AND STRUCTURES:
1. THE CONTRACTOR SHALL FURNISH AND ERECT NECESSARY TEMPORARYDUST TIGHT PROOF PARTITIONS WHERE DEMOLITION IS REQUIRED TO PROTECTEXISTING EQUIPMENT, NEWLY INSTALLED EQUIPMENT, BUILDINGS ANDSTRUCTURES AND AS DIRECTED BY THE OWNER OR ENGINEER.
2. PARTITIONS SHALL BE CONSTRUCTED OF WOOD STUDS WITH PLYWOOD ORPOLYETHYLENE SHEETING. PARTITIONS SHALL EXTEND FROM A CLOSURE PLATE ATTHE FLOOR TO EITHER THE STRUCTURE CEILING OR A TEMPORARY CEILING. THECONTRACTOR SHALL FURNISH AND INSTALL ONE DOOR IN EACH ENCLOSURECOMPLETE WITH HARDWARE. SUCH ENCLOSURES WILL BE REQUIRED IN ALLAREAS OF DEMOLITION WORK AND FOR PROTECTION OF EXISTING EQUIPMENT ANDNEWLY INSTALLED EQUIPMENT.
3. CONTRACTOR SHALL PROVIDE AN ADEQUATE VENTILATION SYSTEM FORWORKERS AND FOR DUST REMOVAL. CONTRACTOR SHALL PROVIDE ADEQUATELIGHTING AS REQUIRED FOR THE WORK.
1020 STRUCTURAL DEMOLITIONA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTING METHODS OFDEMOLITION SO THAT THE REMAINING STRUCTURE WILL NOT BE IMPAIRED ORDAMAGED.
B. SELECT METHODS OF TRANSPORTING DEBRIS THROUGH THE BUILDING WHICHWILL NOT OVERLOAD THE EXISTING OR NEW BUILDING.
1120 SUBMITTAL (SHOP DRAWING) REVIEW:A. SUBMITTALS (SHOP DRAWINGS) WILL BE REVIEWED FOR GENERAL COMPLIANCEWITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY. IF ANYDEVIATIONS FROM CONTRACT DOCUMENTS BECOME APPARENT DURING REVIEW,AS A COURTESY, ENGINEER/ARCHITECT MAY MARK UP DEVIATIONS ON SHOPDRAWINGS DURING THE SUBMITTAL PROCESS. IT SHALL BE THE SOLERESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THECONTRACT DOCUMENTS INCLUDING BUT NOT LIMITED TO QUANTITY, LENGTH,ELEVATIONS AND DIMENSIONS. FABRICATION REQUIREMENTS, CONSTRUCTIONMEANS AND METHODS, COORDINATION OF WORK WITH OTHER TRADES ORCONSTRUCTION SAFETY REQUIREMENTS.
B. SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TOSUBMITTAL TO THE ARCHITECT/ENGINEER. DRAWINGS SUBMITTED WITHOUTREVIEW, OR IF SUBMITTAL IS INCOMPLETE, WILL BE REJECTED AND WILL NOT BEREVIEWED. TRC WORLDWIDE ENGINEERING, INC. WILL NOT BE RESPONSIBLE FORDELAYS CAUSED BY REJECTED DRAWINGS.
C. THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGSUNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER.
D. CHANGES AND ADDITIONS MADE ON RE-SUBMITTALS SHALL BE CLEARLYFLAGGED AND NOTED. THE PURPOSE OF THE RE-SUBMITTALS SHALL BE CLEARLYNOTED ON THE LETTER OF TRANSMITTAL. ARCHITECT/ENGINEER REVIEW WILL BELIMITED TO THOSE ITEMS CAUSING THE RE-SUBMITTAL.
1122 RFI REVIEW:A. ALL CONTRACTOR RFI SHALL STATE CONTRACTOR’S SUGGESTION(S) FORRESOLUTION AND COST IMPLICATIONS FOR SUGGESTION(S). EOR IS NOTRESPONSIBLE FOR DETERMINING COST OR COST EFFECTIVENESS OF RFIRESPONSES.
3201 REINFORCING STEEL:A. SHALL BE ASTM A615 GRADE 60 DEFORMED BARS (WELDABLE REINFORCING"DBA" SHALL CONFORM TO ASTM A-706 GRADE 60), FREE FROM OIL, SCALE ANDRUST AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM ANDPLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. SECURE APPROVAL OFSHOP DRAWINGS PRIOR TO COMMENCING FABRICATION. REINFORCING BARDETAILING SHALL COMPLY WITH ACI 315 "MANUAL OF STANDARD PRACTICE FORDETAILING REINFORCED CONCRETE STRUCTURES".
B. UNLESS NOTED OTHERWISE ON SECTIONS AND DETAILS, PROVIDE THEFOLLOWING CONCRETE COVER FOR REINFORCING STEEL:REINFORCING STEEL COVER (PRESTRESSED AND NON-PRESTRESSED CONCRETE)CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND
CONCRETE EXPOSED TO WEATHER OR EARTH#6 BAR THRU #18 BARS............................................2"#5 BAR, W31 OR D31 WIRE, AND SMALLER...........1-1/2"
C. ALL CONTINUOUS BARS SHALL HAVE CLASS B FULL TENSION LAPS UNLESSINDICATED OTHERWISE. PROVIDE CORNER BARS AT ALL WALL, GRADE BEAM ANDSTRIP FOOTING CORNERS. BARS SHALL BE THE SAME SIZE AND SPACING AS THEHORIZONTAL REINFORCING. INTERSECTING WALLS, GRADE BEAMS AND STRIPFOOTINGS SHALL BE DOWELED TOGETHER IN THE SAME MANNER. PROVIDE 2 NO. 4TOP DIAGONAL BARS 4'-0" LONG AT ALL REENTRANT CORNERS IN ALL SLABS ONGRADE AND ELEVATED SLABS.
3301 CONCRETE:A. SHALL BE PER AN APPROVED MIX DESIGN PROPORTIONED TO ACHIEVE ASTRENGTH AT 28 DAYS AS LISTED BELOW WITH A PLASTIC AND WORKABLE MIX:
3000 PSI – ALL CONCRETE
B. CONCRETE SHALL BE PLACED AND CURED ACCORDING TO ACI 301STANDARDS AND SPECIFICATIONS.
C. PRIOR TO CONCRETE PLACEMENT, MIX DESIGN SHALL BE SUBMITTED ANDACCEPTED BY ENGINEER FOR USE. MIX DESIGN SHALL INCLUDE THE FOLLOWING:
1. MIX DESIGN WHICH SHALL INCLUDE TESTED, STATISTICAL BACK-UP DATA ASPER CHAPTER 5 OF ACI 318.
2. ONLY TYPE II CEMENT SHALL BE USED FOR SLAB-ON GRADE CONCRETE.3. CONCRETE MIX DESIGNS SHALL INCLUDE A WRITTEN DESCRIPTION
INDICATING WHERE EACH PARTICULAR MIX IS TO BE PLACED WITHIN THESTRUCTURE. FAILURE TO COMPLY MAY RESULT IN REJECTION OF THE MIX.
4. MIX DESIGN SHALL MEET THE REQUIREMENTS OF ASTM C33 FOR COARSEAGGREGATE.
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 WATER REDUCERS WHEREREINFORCING CONGESTION WARRANTS.
D. CONCRETE DESIGN MIX SUBMITTALS SHALL INCLUDE TESTED, STATISTICALBACK-UP DATA AS PER CHAPTER 5 OF ACI 318.
E. WATER/CEMENTITIOUS MATERIAL RATIO FOR CONCRETE SHALL NOT EXCEED0.45 BY WEIGHT.
F. CONFORM TO ACI 306R FOR COLD WEATHER CONCRETING AND ACI 305R FOR HOTWEATHER CONCRETING WHEN ANY COMBINATION OF HIGH TEMPERATURE, LOWRELATIVE HUMIDITY AND WIND VELOCITY TEND TO IMPAIR THE QUALITY OF THECONCRETE. CONCRETE IS TO BE REJECTED IF ITS TEMPERATURE AT TIME OFPLACEMENT IS 90°F OR ABOVE. PROTECT SURFACES OF EXPOSED CONCRETEFROM PRECIPITATION DAMAGE UNTIL ADEQUATE STRENGTH IS GAINED TO PREVENTDAMAGE.
G. CONCRETE SHALL BE PROPERLY CONSOLIDATED BY MECHANICAL VIBRATORS.
3304 CONCRETE TESTING:A. AN INDEPENDENT TESTING LABORATORY SHALL PERFORM THE FOLLOWINGTESTS ON CAST IN PLACE CONCRETE:
1. ASTM C143 - "STANDARD TEST METHOD FOR SLUMP OF PORTLAND CEMENTCONCRETE." SLUMP SHALL RANGE FROM 3 TO 5 INCHES.
2. ASTM C39 - "STANDARD TEST METHOD FOR COMPRESSIVE STRENGTH OFCYLINDRICAL CONCRETE SPECIMENS."
B. CYLINDERS AND TEST REPORTS SHALL BE CLEARLY LABELED WITH DATESAMPLED AND WHERE CONCRETE WAS SPECIFICALLY PLACED.
C. TEST REPORTS SHALL BE KEPT AT JOB SITE, WITH COPIES SENT DIRECTLY TOENGINEER.
3601 POST-INSTALLED ANCHORS:A. POST INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THEDRAWINGS.
B. CONTRACTOR SHALL OBTAIN APPROVAL FROM ENGINEER OF RECORD PRIORTO USING POST-INSTALLED ANCHORS FOR MISSING OR MISPLACED CAST-INANCHORS.
C. CARE SHALL BE GIVEN TO AVOID DAMAGING EXISTING REBAR WHEN DRILLINGHOLES. HOLES SHALL BE DRILLED AND CLEANED PER MANUFACTURER’SINSTRUCTIONS.
D. UNLESS SPECIFIED OTHERWISE, ANCHORS SHALL BE EMBEDDED IN THEAPPROPRIATE SUBSTRATE WITH A MINIMUM EMBEDMENT OF 8 TIMES THE NOMINALANCHOR DIAMETER OR THE EMBEDMENT REQUIRED FOR SUPPORT OF THEINTENDED LOAD. ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER’SINSTALLATION INSTRUCTIONS AT NOT LESS THAN MINIMUM EDGE DISTANCE AND/ORSPACING INDICATED IN THE MANUFACTURER’S LITERATURE.
E. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE LISTED BELOWSHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVALWITH CALCULATIONS PREPARED, SIGNED AND SEALED BY AN ENGINEERREGISTERED IN THE JURISDICTION OF THE PROJECT SHOWING THAT THESUBSTITUTED PRODUCT WILL ACHIEVE AN EQUIVALENT CAPACITY USING THEAPPROPRIATE DESIGN PROCEDURE.
F. ACCEPTABLE PRODUCTS FOR ANCHORS 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 ADHESIVEANCHORS:-HY 200 MAX BY HILTI – AISI 316 STAINLESS STEEL
9960 HIGH PERFORMANCE COATINGSA. HIGH PERFORMANCE COATINGS SHALL BE BY TNEMEC COMPANY, INC.
B. SUBMIT PRODUCT DATA SHEETS AND SAMPLES OF PRODUCT APPLICATION FORAPPROVAL.
C. USE MANUFACTURER RECOMMENDED TECHNIQUES SUITED FOR COATINGAPPLICATION.
D. EXAMINE SUBSTRATES AND CONDITIONS, WITH APPLICATOR PRESENT, FORCOMPLIANCE WITH REQUIREMENTS FOR MOISTURE CONTENT AND OTHERCONDITIONS AFFECTING PERFORMANCE OF WORK.
E. VERIFY COMPATIBILITY AND SUITABILITY OF SUBSTRATES, INCLUDINGCOMPATIBILITY WITH EXISTING FINISHES OR PRIMERS.
F. COMPLY WITH MANUFACTURER’S WRITTEN INSTRUCTIONS ANDRECOMMENDATIONS IN “MPI ARCHITECTURAL PAINTING SPECIFICATION MANUAL”APPLICABLE TO SUBSTRATES INDICATED.
G. REMOVE PLATES, MACHINED SURFACES AND SIMILAR ITEMS ALREADY INPLACE THAT ARE NOT TO BE COATED. IF REMOVAL IS IMPRACTICAL BECAUSE OFSIZE OR WEIGHT OF ITEM, PROVIDE SURFACE-APPLIED PROTECTION BEFORESURFACE PREPARATION AND COATING.
SHEET NUMBER
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SHEET INDEXSHT # DESCRIPTION
S1 STRUCTURAL NOTES & ABBREVIATIONSS2 PLAN VIEWSS3 PLAN VIEWSS4 DETAILS
S12 3D VIEW
S13 3D VIEW 2
R7
R7
R3 R3
R8.A
R2.B
R1
R1
R2.A
R8.B
R9
R5
R5
R2
R2
R8
R8
R4
R4
R6
R6
22.50°
22.50°
22.50°
22.5
0°
22.50° 22.50°
22.50°
22.5
0°
22.5
0°
22.50°
22.50°
22.50°
22.50°22.50°
22.50°
22.5
0°
18.00°
18.00°
15.75°
11.25°
11.2
5°
38' - 0"
35' - 0"
1S4
5S4
R7
R7
R3 R3
R1
R1
R5
R5
R2
R2
22.50°
22.50°
R8
R8
22.50°
R4
R4
22.5
0°
R6
R6
22.50° 22.50°
22.50°
22.5
0°
22.5
0°
22.50°
22.50°
22.50°
22.50°22.50°
22.50°
22.5
0°
1S4
SHEET NUMBER
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1/8" = 1'-0"S22 T/O TANK
1/8" = 1'-0"S21 B/O TANK
R7
R7
R3 R3
R1
R1R9
R5
R5
R2
R2
R8
R8
R4
R4
R6
R6
22.50°
22.50°
22.50°
22.5
0°
22.50° 22.50°
22.50°
22.5
0°
22.5
0°
22.50°
22.50°
22.50°
22.50°22.50°
22.50°
22.5
0°
4S4
R7
R7
R3 R3
R1
R1R9
R5
R5
R2
R2
R8
R8
R4
R4
R6
R6
4'-0"
8'-0"
12'-0"
8'-0"
22.50°
22.50°
22.50°
22.5
0°
22.50° 22.50°
22.50°
22.5
0°
22.5
0°
22.50°
22.50°
22.50°
22.50°22.50°
22.50°
22.5
0°
3S4
SHEET NUMBER
REVISIONS
JOB NUMBER
DRAWN BY
ISSUE DATE
DESIGNED BY
PRO
JEC
T
CER
TIFI
CA
TE O
F A
UTH
OR
IZAT
ION
NO
. 273
22
TO T
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BEST
OF
MY
KNO
WLE
DG
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BILI
TY, T
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18FTM206
MARCH 2018
KLI
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ELAT
OR
NO
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1/8" = 1'-0"S31 T.O. DECK PLATE
1/8" = 1'-0"S32 T.O. GRATING
7
6
3
2
5
1
1
1
2
8
9 3
4
1010
NOTE: MISCELLANEOUS PIPING NOT SHOWN FOR CLARITY. REFER TO MECHANICAL.
COVER EXST OPENINGS W/ 1/4"PLATE & WELD SHUT PRIOR TOCOATING & INFILL WORK
INFILL CONCRETE, MIN 8"THK, MAX 24" THK. MAX LIFT4'-0", SEE SPECS
CUT ACCESS PORTS AT 4'-0"LIFTS, PLACE AT 10'-0 OC
PROVIDE CLEANOUTS AT 10'-0 OC
EPOXY FIRST COURSETO BASE SLAB
XPS INSULATION, SEE SPECS.BOND BOARDS W/ MIN 6 DABS
OF FORM BOARD ADHESIVE
NOTE: UPON COMPLETION OF WORK ACCESS PORTS ARE TO BE BOLTED SHUT W/ 1/4" THK STEEL COATED AS SPECIFIED
EXST GRATING
EXSTC12x20
EXST WALKWAY COATING TOBE REMOVED AND NEWCOATINGS APPLIED, SEE SPECS
REMOVE &REPLACEC10x15.3
1/4
NOTE: TREAT RUST & REMOVE EXST COATINGSFROM 1/2" PLATE. APPLY NEW COATINGSTO PLATE AND REPLACEMENT CHANNELUPON COMPLETION
EXST 1/2" PLATE EXST TANKWALL
EXST GROUT
EXST WALKWAY
11"
3"
L4x4x1/4 SS
NOTCH ANGLEAT EXST WELD
PLATE
CUT EXSTFASTENER
FLUSH
5/8" x 8" SS EXPANSION BOLT
3/16 3
EXISTINGCRACK
EXISTINGWALL
DRILL PORTS @ 6" OC TOBISECT CRACK @45°.INJECT WITH CHEMICALHYDROACTIVE GROUT.ALTERNATE PORTS ONEITHER SIDE OF CRACKMIN. EMBED OF PORT IS9". SEE SPECIFICATIONSFOR PRODUCTS
TYP45.00°
SAWCUT ANDEXCAVATE KEY ASSHOWN. PACK FLUSHWITH HYDRAULICCEMENT
EQ EQ
2"
6" 6"
1"
2"
1'-0
"
TYP30.00°
INTERIOR SIDE
EXTERIOR SIDE
VERTICALCONCRETESURFACE
SAWCUT 1/2" MAX DEPTH
SAWCUT 1/2" MAX DEPTH
NON-SAG REPAIRMATERIAL GRIND FLUSH
PREPARESUBSTRATE ASNOTEDPATCH MATERIALFORMED ANDPOURED
GENERAL PREPARATION:
SAWCUT EDGE OF EFFECTED AREA USING A STRAIGHT EDGEDREGULAR SHAPED PATTERN. CHIP ALL LOOSE AND DETERIORATEDCONCRETE TO SOUND CONCRETE. IF PRESENT, CLEAN ALL EXPOSEDSTEEL AND REMOVE LOOSE RUST BY OIL FREE ABRASIVE BLAST.
COAT EXPOSED STEEL WITH ANTI-CORROSION AND BONDING AGENTPER MANUFACTURER RECOMMENDATIONS. FORM AND POUREXCAVATED AREA USING AGGREGATE EXTENDED REPAIR MORTAR PERMANUFACTURES RECOMMENDATIONS.
PATCH NOTCHED POUR SPACE AT TOP OF REPAIR WITH NON-SAGPOLYMER MODIFIED MORTAR SUITABLE FOR VERTICAL PLACEMENT.CURE PER MANUFACTURERS RECOMMENDATIONS. IF MORE THAN 20%OF REINFORCING BAR CROSS SECTIONAL AREA HAS BEEN LOST DUETO CORROSION, CONTACT ENGINEER.
MIN
30.00°
3/4" .
SHEET NUMBER
REVISIONS
JOB NUMBER
DRAWN BY
ISSUE DATE
DESIGNED BY
PRO
JEC
T
CER
TIFI
CA
TE O
F A
UTH
OR
IZAT
ION
NO
. 273
22
TO T
HE
BEST
OF
MY
KNO
WLE
DG
E AN
DA
BILI
TY, T
HE
CO
MPL
ETED
STR
UC
TUR
ED
EPIC
TED
ON
TH
ESE
PLA
NS
CO
MPL
IES
WIT
HTH
E AP
PLIC
ABL
E M
INIM
UM
BU
ILD
ING
CO
DES
.
1192
6 Fa
irway
Lak
es D
rive
FOR
T M
YER
S, F
L 33
913
PHO
NE:
(239
) 939
-141
4FA
X: (2
39) 2
78-4
289
©
- T
RC
Wor
ldw
ide
Engi
neer
ing,
Inc.
All
right
s re
serv
edw
ww
.trcw
w.c
om
3/16
/201
8 2:
09:1
2 PM
1550
10T
H S
TREE
T N
. NAP
LES,
FL
\\trc
ww
-fmffs
1.trc
intl.
com
\pro
ject
s\jo
bs\1
8-Jo
bs\1
8FTM
206_
City
of N
aple
s Ac
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City
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S4
DET
AILS
18FTM206
MARCH 2018
KLI
PSM
ACC
ELAT
OR
NO
. 4 R
EHAB
ILIT
ATIO
N &
IMPR
OVE
MEN
TC
ITY
OF
NAP
LES,
CO
LLIE
R C
OU
NTY
, FLO
RID
A
ISSU
ED F
OR
BID
- N
OT
FOR
CO
NST
RU
CTI
ON
2018
1 1/2" = 1'-0"S41 SECTION
3" = 1'-0"S42 VOID SPACE INFILL DETAIL
1" = 1'-0"S43 WALKWAY SUPPORT REPAIR DETAIL
1 1/2" = 1'-0"S44
SLOPED STEEL BAFFLEFASTENING REPAIR DETAIL
3" = 1'-0"S45 WALL CRACK REPAIR SECTION
1/8" = 1'-0"S46 CONCRETE WALL FACE REPAIR
KEYNOTESKEY DESCRIPTION
1 NEW ROTOR IMPELLER ASSEMBLY, DECK PLATE ASSEMBLY, ROTOR SHAFT, ANDTIE-RODS TO RECEIVE COATINGS.
2 EXISTING COATINGS ON HOOD PLATES AND SUPPORT RAFTERS TO BE REMOVEDAND NEW COATINGS APPLIED, BOTH SIDES.
3 EXISTING COATINGS ON SLOPE STEEL PLATE TO BE REMOVED AND NEWCOATINGS APPLIED, BOTH SIDES. INTERIOR COATING TO BE COMPLETED PRIORTO BEGINNING INFILL WORK.
4 EXISTING COATINGS ON STEEL SKIRT TO BE REMOVED AND NEW COATINGSAPPLIED, BOTH SIDES.
5 EXISTING COATINGS ON REMOVABLE BAFFLES TO BE REMOVED AND NEWCOATINGS APPLIED, BOTH SIDES
6 EXISTING COATINGS ON STEEL WALKWAY SUPPORT FRAMING TO BE REMOVEDAND NEW COATINGS APPLIED.
7 APPLY NEW COATINGS TO EXISTING 30" INFLUENT PIPE EXPOSED WITHINACCELATOR.
8 PREPARE SURFACE AND APPLY HIGH PERFORMANCE COATING TO INSIDE FACEOF ACCELATOR ABOVE SLOPE STEEL PLATE, INSIDE EFFLUENT CHAMBER, ANDALL WALL CAPS.
9 OPTIONAL PER OWNER: PREPARE SURFACE AND APPLY NEW COATINGS TOEXTERIOR FACE OF STRUCTURE. COATINGS ARE TO BE APPLIED UPONCOMPLETION AND APPROVAL OF CRACK INJECTION WORK.
10 IN-FILL EXISTING VOID SPACE WITH EXTRUDED POLYSTYRENE FOAM ANDLIGHTWEIGHT CONCRETE, SEE DETAIL 2/S4.
