h: 1 1054dweemasterplanpump replace project …dnhiggins.com/docs/13-6033 addendum 1...

3101 FORMWORK AND SHORING (CONCRETE SLABS AND BEAMS):1. NO STRUCTURAL CONCRETE SHALL BE STRIPPED UNTIL IT HASREACHED AT LEAST TWO-THIRDS OF THE 28 DAY DESIGN STRENGTH.

a) DRAWINGS FOR SHORING SHALL BE PREPARED BY A FLORIDAREGISTERED PROFESSIONAL ENGINEER.

b) DESIGN, ERECTION AND REMOVAL OF ALL FORMWORK, SHORES SHALLMEET REQUIREMENTS SET FORTH IN ACI STANDARDS 347 AND 301.

c) SUBMIT SIGNED & SEALED SHORING DRAWINGS INCLUDING POURSEQUENCE AND CALCULATIONS, WHERE NECESSARY, TO DEMONSTRATETHAT THE POUR SEQUENCE AND SHORING/RE-SHORING METHODS DO NOTOVERSTRESS THE STRUCTURE. THIS ANALYSIS SHALL INCLUDESTRESSES CAUSED BY SHRINKAGE OF STRUCTURAL SLAB. PROVIDELOCATION AND DETAILS OF POUR STRIPS IF REQUIRED TO REDUCESHRINKAGE AND RESTRAINT CRACKS.

d) SHORING INSPECTIONS SHALL BE PERFORMED BY THE SHORINGENGINEER.

2. UNLESS ARCHITECT SPECIFIES OTHERWISE, CONSTRUCT FORMWORKSO CONCRETE SURFACES CONFORM TO THE TOLERANCE LIMITS OF ACI117 [STANDARD SPECIFICATIONS FOR TOLERANCES FOR CONCRETECONSTRUCTION MATERIALS]. THE CLASS OF SERVICE FOR OFFSETBETWEEN ADJACENT PIECES OF FORMWORK FACING MATERIAL SHALL BECLASS B FOR SURFACES PERMANENTLY EXPOSED TO PUBLIC VIEW ANDCLASS D FOR SURFACES THAT WILL BE PERMANENTLY CONCEALED.

www.trcww.comCERTIFICATE OF AUTHORIZATION NO. 27322

12550 Professional Park Dr, Suite 7FORT MYERS, FL 33913PHONE: (239) 939-1414

FAX: (239) 278-4289

DRAWN:

JOB NO:

DESIGN:

DATE:

TO THE BEST OF MY KNOWLEDGE ANDABILITY. THE COMPLETED STRUCTUREDEPICTED ON THESE PLANS COMPLIES WITHTHE APPLICABLE MINIMUM BUILDING CODES.

SK-1A

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NEW DOORRAW BOOSTER PUMP STATION

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 AND RUST ANDPLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING DETAILSOF ACI STANDARDS AND SPECIFICATIONS. SECURE APPROVAL OF SHOP DRAWINGSPRIOR TO COMMENCING FABRICATION. REINFORCING BAR DETAILING SHALL COMPLYWITH ACI 315 "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCEDCONCRETE STRUCTURES".

B. UNLESS NOTED OTHERWISE ON SECTIONS AND DETAILS, PROVIDE THE FOLLOWINGCONCRETE COVER FOR REINFORCING STEEL:

REINFORCING STEEL COVER (PRESTRESSED AND NON-PRESTRESSED CONCRETE)CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND

SLABS, WALLS, JOISTS#14 & #18 BARS ................................................................. 1 1/2"#11 BAR & SMALLER............................................................ 3/4"

BEAMSTIES, STIRRUPS................................................................... 1 1/2"

COLUMNSTIES...................................................................................... 1 3/4"

CONCRETE EXPOSED TO WEATHER OR EARTH*#6 BAR THRU #18 BARS....................................................... 2"#5 BAR, W31 OR D31 WIRE, AND SMALLER......................... 1 1/2"

GRADE BEAMSTIES, STIRRUPS - TOP & FORMED FACES........................... 2"

BOTTOM & UNFORMED FACES.................................... 3"

FOOTINGS & PILECAPSTOP....................................................................................... 2"BOTTOM & SIDES................................................................. 3"

COVERAGE TO REINFORCING REQUIREMENTS APPLIES ALSO TO ANY EDGE OF SLAB OROPENING.

C. ALL CONTINUOUS BARS SHALL HAVE CLASS B FULL TENSION LAPS UNLESSINDICATED OTHERWISE.

D. SHOP DRAWINGS SHALL DETAIL ALL CONCRETE WALLS IN ELEVATION.



FAX: (239) 278-4289

DRAWN:

JOB NO:

DESIGN:

DATE:


SK-1B

NOTESPSM

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3301 CONCRETE:A. SHALL BE PER AN APPROVED MIX DESIGN PROPORTIONED TO ACHIEVE A STRENGTH AT 28 DAYS ASLISTED BELOW WITH A PLASTIC AND WORKABLE MIX:

4000 PSI FOR ALL CONCRETE

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

B. SUBMIT PROPOSED MIX DESIGN WITH RECENT FIELD CYLINDER OR LAB TESTS FOR REVIEW PRIOR TOUSE. ONLY TYPE II CEMENT SHALL BE USED FOR SLAB-ON-GRADE CONCRETE. MIX SHALL BE UNIQUELYIDENTIFIED BY MIX NUMBER OR OTHER POSITIVE IDENTIFICATION. MIX SHALL MEET THE REQUIREMENTS OFASTM C33 FOR COARSE AGGREGATE. CONCRETE SHALL COMPLY WITH THE REQUIREMENTS OF ASTMSTANDARD C94 FOR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME STAMPEDWHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM THE TIME THE MIXING WATER IS ADDEDUNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED ONE AND ONE HALF (1-1/2) HOURS. IF FORANY REASON THERE IS A LONGER DELAY THAN THAT STATED ABOVE, THE CONCRETE SHALL BE DISCARDED.IT SHALL BE THE RESPONSIBILITY OF THE TESTING LAB TO NOTIFY THE OWNER'S REPRESENTATIVE AND THECONTRACTOR OF ANY NONCOMPLIANCE WITH THE ABOVE. SLABS SHALL BE CURED USING A DISSIPATINGCURING COMPOUND MEETING ASTM STANDARD C309 TYPE 1-D AND SHALL HAVE A FUGITIVE DYE. THECOMPOUND SHALL BE PLACED AS SOON AS THE FINISHING IS COMPLETED OR AS SOON AS THE WATER HASLEFT THE UNFINISHED CONCRETE. SCUFFED OR BROKEN AREAS IN THE CURING MEMBRANE SHALL BERECOATED DAILY. CALCIUM CHLORIDES SHALL NOT BE UTILIZED; OTHER ADMIXTURES MAY BE USED ONLYWITH THE APPROVAL OF THE ENGINEER.

C. CONCRETE MIX DESIGNS SHALL INCLUDE A WRITTEN DESCRIPTION INDICATING WHERE EACH PARTICULARMIX IS TO BE PLACED WITHIN THE STRUCTURE. FAILURE TO COMPLY MAY RESULT IN REJECTION OF THE MIX.IF ACCEPTED, PEA ROCK PUMP MIX USE IS LIMITED TO VERTICAL ELEMENT POURS AND BEAM POURS LESSTHAN 60 LINEAL FEET PER POUR.

D. CONCRETE DESIGN MIX SUBMITTALS SHALL INCLUDE TESTED, STATISTICAL BACK-UP DATA AS PERCHAPTER 5 OF ACI 318.

E. WATER/CEMENTITIONS MATERIAL RATIO FOR CONCRETE BELOW OR AT GRADE SHALL NOT EXCEED 0.45BY WEIGHT. MAXIMUM PERMISSIBLE W/C RATIO: 0.50 FOR ALL OTHER CONCRETE.

F. WHERE SPECIFIED COLUMN CONCRETE STRENGTH IS 1.4 TIMES THE SPECIFIED SLAB CONCRETESTRENGTH, SEE COLUMN SCHEDULE FOR PUDDLING REQUIREMENTS. IF REQUIRED, THE STRENGTH OF THEPUDDLED CONCRETE SHALL BE AT LEAST EQUAL TO THE STRENGTH OF THE COLUMN CONCRETE. PUDDLINGSHALL EXTEND 2'-0" MINIMUM FROM FACE OF COLUMN IN ALL DIRECTIONS.

G. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR DRIPS, CHAMFERS, REGLETS, SLOTS, SLEEVES,ANCHORS, AND INSERTS. UNLESS SHOWN ON STRUCTURAL DRAWINGS NO OPENINGS LARGER THAN 12"x12"SHALL BE PLACED IN SLABS OR WALLS. FOR OPENINGS NOT SHOWN ON STRUCTURAL DRAWINGS,APPROVALS MUST BE OBTAINED FROM THE ENGINEER PRIOR TO FABRICATION OF STEEL AND PLACEMENT OFCONCRETE. LOCATION DRAWINGS FOR ALL SLEEVES AND BLOCKOUTS IN THE CONCRETE SHALL BESUBMITTED FOR APPROVAL BY THE STRUCTURAL ENGINEER PRIOR TO PLACEMENT.

H. CONCRETE WALLS SHALL BE CAST MONOLITHIC WITH ADJOINING COLUMNS UNLESS SPECIFICALLY NOTEDOTHERWISE. CONCRETE FOR SUCH WALLS SHALL BE THE SAME TYPE AND STRENGTH AS SPECIFIEDCOLUMNS.

I. CONFORM TO ACI 306R FOR COLD WEATHER CONCRETING AND ACI 305R FOR HOT WEATHER CONCRETINGWHEN ANY COMBINATION OF HIGH TEMPERATURE, LOW RELATIVE HUMIDITY AND WIND VELOCITY TEND TOIMPAIR THE QUALITY OF THE CONCRETE. CONCRETE IS TO BE REJECTED IF ITS TEMPERATURE AT TIME OFPLACEMENT IS 90°F OR ABOVE. PROTECT SURFACES OF EXPOSED CONCRETE FROM PRECIPITATIONDAMAGE UNTIL ADEQUATE STRENGTH IS GAINED TO PREVENT DAMAGE.



FAX: (239) 278-4289

DRAWN:

JOB NO:

DESIGN:

DATE:


SK-1C

NOTESPSM

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4203 MASONRY WALLS:A. MORTAR SHALL BE TYPE "S" AND MEET ASTM C270. GROUTSHALL BE 2000 PSI MINIMUM COMPRESSIVE STRENGTH ANDMEET ASTM C476.

B. SUBMIT PROPOSED GROUT MIX DESIGN FOR REVIEW PRIORTO USE. MIX SHALL BE UNIQUELY IDENTIFIED BY MIX NUMBER OROTHER POSITIVE IDENTIFICATION. GROUT SLUMP SHALL BEBETWEEN 8 AND 11 INCHES. USE OF SUPERPLASTICIZER ISPROHIBITED.

C. CELLS TO BE GROUT FILLED SHALL HAVE VERTICALALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED,CONTINUOUS VERTICAL GROUT SPACE. CLEANOUT OPENINGSSHALL BE PROVIDED AT THE BOTTOM OF CELLS TO BE GROUTFILLED IN EACH POUR IN EXCESS OF 5 FEET IN HEIGHT. ANYOVERHANGING MORTAR OR OTHER OBSTRUCTION OR DEBRISSHALL BE REMOVED FROM THE INSIDES OF SUCH CELL WALLS.THE CLEANOUTS SHALL BE SEALED BEFORE GROUTING, AFTERINSPECTION.

D. PLACE GROUT IN LIFTS NOT EXCEEDING 5 FT.. MINIMUM CELLDIMENSION SHALL BE IN ACCORDANCE WITH TABLE 5 OF ACI530.1 (3" x 3" FOR COARSE GROUT). MAXIMUM POUR HEIGHTSHALL BE LIMITED TO 12 FT.



FAX: (239) 278-4289

DRAWN:

JOB NO:

DESIGN:

DATE:


SK-1D

NOTESPSM

01-09-2013

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CONSTRUCTION SEQUENCE NOTES:

1. SAWCUT & REMOVE 10" SEGMENTS OF EXISTING CMU FROM FOUNDATION TOEXISTING TIE BEAM. SEE TIE COLUMN DEMO (PHASE 1) SK-6

2. INSTALL TIE COLUMNS FOR NEW DOOR JAMBS. SEE NEW DOOR JAMBSTRENGTHENING ELEVATION SK-8.

3. SAWCUT & REMOVE CMU FOR DOOR OPENING AND NEW LINTEL. SEE DOOROPENING DEMO PHASE II SK-7.

4. INSTALL NEW LINTEL HEADER. SEE NEW DOOR HEADER STRENGTHENING. SK-9

5. INSTALL NEW DOOR AS PER NOA AND MFR RECOMMENDATIONS. SEE SCHEDULEBELOW.

6. STUCCO NEW JAMB COLUMNS AND HEADER BEAM AS REQUIRED.

7. PAINT INTERIOR AND EXTERIOR SURFACES AS REQUIRED MATCHING EXISTINGCOLORS & TEXTURES.

8. PRIOR TO LEAVING THE SITE FOR THE DAY, THE CONTRACTOR SHALL INSTALL THEPROTECTIVE COVERING AS DESCRIBED IN THE TEMPORARY SECURITY FOR THE NEWDOOR DETAIL ON SK-11.

DOOR SCHEDULE

MARK MANUF

USALUMINUM

SERIES

BAL-350

OPENINGSIZE

40"x110"(30 SF)

NOA NO.

11-0927.06

REMARKS

OUT SWING ALUMSTOREFRONT W/

SOLID DOOR

DESIGNPRESSURE

45

NEG POS

45

RATEDPRESSURE

100

NEG POS

100

1. ALL HARDWARE TO BE STAINLESS STEEL.2. ALL FASTENERS TO BE STAINLESS STEEL AISI 316.3. PROVIDE STANLEY QED SERIES RIM & SUR PANIC DEVICE NOA 12-0612.27, WITH NO EXTERIORHARDWARE. PROVIDE DOOR CLOSER EQUAL TO SARGENT 351-PSH, AND A REMOVABLE THRESHOLD.

1



FAX: (239) 278-4289

DRAWN:

JOB NO:

DESIGN:

DATE:


SK-2

CONSTRUCTION SEQUENCE NOTESPSM

01-09-2013

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12FTM243


2'-9

"±10

"3'

-4"

10"

DEMO PLAN NOTES

1. SEE SK-2 FOR GENERALCONSTRUCTION SEQUENCENOTES.

PHASE I DEMOTIE COLUMNS SK-5

PHASE II DEMODOOR OPENING SK-6



FAX: (239) 278-4289

DRAWN:

JOB NO:

DESIGN:

DATE:


SK-3

NEW DOOR OPENING DEMO PLANPSM

01-09-2013

KLI

12FTM243


1/4" = 1'-0"SK-3

1 NEW DOOR OPENING FOR VFD-DEMO PLAN

2'-9

" ±10

"3'

-4"

10"

10"x13 1/4" TIE COLUMNW/ (4)#6 VERT & #3 TIES

@ 10"OC TIE COLUMN,TYP

TC1

TC1

4'-0"x5'-0" x6" CONCRETE STOOPW/ #3 @16"OC EA WAY MID DEPTH

1

1

SK-5

PLAN NOTES

1. SEE SK-2 FOR DOOR& HARDWARESCHEDULE.

2. SEE SK-2 FORCONSTRUCTIONSEQUENCE NOTES.

3. SEE SK-1A THRU SK-1D FOR GENERALNOTES.



FAX: (239) 278-4289

DRAWN:

JOB NO:

DESIGN:

DATE:


SK-4

NEW DOOR OPENING PLANPSM

01-09-2013

KLI

12FTM243


1/4" = 1'-0"SK-4

1 NEW DOOR OPENING FOR VFD

1

SEE SK-2 FOR GENERALCONSTRUCTION SEQUENCE

NEW IMPACT RESISTANTSOLID STOREFRONTDOOR.SEE PLAN & SCHEDULEFOR TYPE & HARDWARE



FAX: (239) 278-4289

DRAWN:

JOB NO:

DESIGN:

DATE:


SK-5

NEW DOOR ELEVATIONPSM

01-09-2013

KLI

12FTM243


1/2" = 1'-0"SK-5

1 NEW DOOR ELEVATION

EXISTING CONC TIE BEAM

SAWCUT, REMOVE & DISPOSEEXIST CMU FOR NEW TIECOLUMNS, SEE SK-8

PROPOSED NEW HEADER,SEE SK-9

EXIST CMU TO REMAINUNTIL TIE COLUMNSARE POURED

PROPOSED ROUGHDOOR OPENING

NOTE: SEE TEMPPROTECTION DETAIL TOBE INSTALLED PRIOR TOLEAVING JOB SITE.

10" 3'-4" 10"



FAX: (239) 278-4289

DRAWN:

JOB NO:

DESIGN:

DATE:


SK-6

TIE COLUMN DEMO (PHASE I)PSM

01-09-2013

KLI

12FTM243


1/2" = 1'-0"SK-6

1 TIE COLUMN DEMO (PHASE I)


NEW TIE COLUMN, SEE SK-7

REMOVE & DISPOSEEXISTING CMU FOR NEWDOOR OPENING

NOTE: SEE TEMPPROTECTION DETAIL ONSK-13 TO BE INSTALLEDPRIOR TO LEAVING JOBSITE.

EXISTING CMUTO REMAIN

10'-2

"

3'-4"



FAX: (239) 278-4289

DRAWN:

JOB NO:

DESIGN:

DATE:


SK-7

DOOR OPENING DEMO (PHASE II)PSM

01-09-2013

KLI

12FTM243


1/2" = 1'-0"SK-7

1 DOOR OPENING DEMO (PHASE II)

EXISTING CONCTIE BEAM

PROPOSED ROUGHDOOR OPENING

NOTE: SEE TEMPPROTECTION DETAIL ONSK-13 TO BE INSTALLEDPRIOR TO LEAVING JOBSITE.

EXISTING CMUTO REMAIN

9'-2

"

3'-4"

LAP

SP

LIC

E

3'-0

"

DRILL & EPOXYDOWELS INTOEXISTING TIEBEAM W/ 6"EMBEDMENT

NEW 10"x13 1/4"CONCRETE TIECOLUMN W/ (4) #6VERT & #3 TIES @10"OC W/ 4,000 PSISHRINKAGECOMPENSATINGCONCRETE

LAP

SP

LIC

E

3'-0

"

1

SK-10



FAX: (239) 278-4289

DRAWN:

JOB NO:

DESIGN:

DATE:


SK-8

NEW DOOR JAMB STRENGTHENINGPSM

01-09-2013

KLI

12FTM243


1/2" = 1'-0"SK-8

1 NEW DOOR JAMB STRENGTHENING


EXISTING CMU &TIE COLUMN

NEW DOOR OPENING

9'-2

"

3'-4"

NEW CONC LINTEL 13 1/4"WIDE x 12" DEEP W/ (3) #5T&B W/ #3 TIES @ 4"OCW/ 4,000 PSI SHRINKAGECOMPENSATINGCONCRETE

DRILL & EPOXYDOWELS INTOEXISTING TIE

BEAM W/ 6"EMBEDMENT

1

SK-11



FAX: (239) 278-4289

DRAWN:

JOB NO:

DESIGN:

DATE:


SK-9

NEW DOOR HEADER STRENGTHENINGPSM

01-09-2013

KLI

12FTM243


1/2" = 1'-0"SK-9

1 NEW DOOR HEADER STRENGTHENING

NOTE: CONTRACTOR TO GROUTFULL ADJACENT CMU CELL IFNOT ALREADY GROUTED SOLID.DRILL & EPOXY #3 DOWELS INTOEXISTING CMU W/ GROUT FILLEDCELL W/ 6" EMBED

3/4" CHAMFER TYP ATEXPOSED EDGES

PRE-ENGINEEREDSTORE FRONT

DOOR, SEE NOA FORATTACHMENT

NEW 3/4" CEMENTSTUCCO

NEW TIE COL, SEEPLAN FOR SIZE & REINF

EXISTING 8" CMU

EXISTING FOAMINSULATION

EXISTING 4" CMU

EXISTING 3/4"STUCCO

EXISTING WALL& STUCCO

NEW JAMB &DOOR OPENING

SEALANT

SEALANT



FAX: (239) 278-4289

DRAWN:

JOB NO:

DESIGN:

DATE:


SK-10

JAMB STRENGTHENING SECTIONPSM

01-09-2013

KLI

12FTM243


1 1/2" = 1'-0"SK-10

1 JAMB STRENGTHENING SECTION

3/4" CHAMFER TYP ATEXPOSED EDGES

NEW PRE-ENGINEEREDSTORE FRONT DOOR, SEE

NOA FOR ATTACHMENT

NEW 3/4" CEMENT STUCCO

EXIST TIE BM

EXISTING CMUWALL

EXISTING 3/4"STUCCO

NEW 13 1/4" WIDE x12" DEEP CONCHEADER W/ (3)#5T&B W/ #3 TIES @4"OC

SEALANTSEALANT



FAX: (239) 278-4289

DRAWN:

JOB NO:

DESIGN:

DATE:


SK-11

HEADER LINTEL SECTIONPSM

01-09-2013

KLI

12FTM243


1 1/2" = 1'-0"SK-11

1 HEADER LINTEL SECTION

NOTE: CONTRACTOR SHALL GRINDCONCRETE SLAB SMOOTH &REMOVE ANY MORTAR & GROUTFROM EXISTING CMU WALL

WALL BEYOND

CUT EXIST REINF AT SURFACEOF SLAB, CORE DRILLCONCRETE 3" DEEP, CUTREBAR TO PROVIDE 2" CLEAR.PATCH W/ SIKA TOP 122 PLUS,PRIME EXPOSED REBAR W/SIKA ARMATEC 110 EPOCEM

2"1"

NEW 6" CONC STOOPSLAB W/ #3 REBAR @16"OC EA WAY

EXISTING VERTCMU REINF

EXIST CONCSTEM WALL

EXIST SLAB1/2" ISOLATION MATERIAL



FAX: (239) 278-4289

DRAWN:

JOB NO:

DESIGN:

DATE:


SK-12

THRESHOLD SECTION/REPAIRPSM

01-09-2013

KLI

12FTM243


1 1/2" = 1'-0"SK-12

1 THRESHOLD SECTION REPAIR

EXIST EXT 4" STUCCOFINISHED MASONRY VENEER

AT EXTERIOR FACE OFEXTERIOR WALL

3/4" SEALANT CANT ATPERIMETER & ANY PLYWOOD

JOINTS, PLYWOOD TO BEPAINTED WHITE 3/4" APA SPAN RATED

PLYWOOD

1/4"øx1" EMBED TAPCON@ 12"OC AT PERIMETER

POWERS DOUBLE EXPANSIONANCHOR SLEEVE W/ 3/8"ø BOLT @8"OC, CENTER IN COURSING

INTERIOR FACE 8" CMUWALL PAINTED SURFACE

1/4" STEEL SECURITY PLATE ATINSIDE FACE OF EXTERIOR WALL

NOTE: INSTALL PLYWOOD & STEEL PLATE UP TO HEIGHT OF NEWOPENING FOR WATER PROOFING & SECURITY TO BE INSTALLEDAFTER DOOR IS REMOVED AND BEFORE LEAVING JOB SITE.

6"

1 1/2"



FAX: (239) 278-4289

DRAWN:

JOB NO:

DESIGN:

DATE:


SK-13

TEMPORARY SECURITYPSM

01-09-2013

KLI

12FTM243


1 1/2" = 1'-0"SK-13

1 TEMPORARY SECURITY FOR NEW DOOR

h: 1 1054dweemasterplanpump replace project …dnhiggins.com/docs/13-6033 addendum 1...

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