A21_-_W912P819B0017-0002.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The above numbered solicitation for Calcasieu River Salt Water Barrier, New Office Building and Control House, Calcasieu Parish, LA is hereby amended to provide responses to contractor questions, revised w age determination, and changes to the draw ings as show n on the continuation pages.

THE BID OPENING TIME/DATE HAS BEEN EXTENDED TO 2:00 PM CST, 3 APRIL 2019.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 9

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912P819B0017

X 9B. DATED (SEE ITEM 11)

22-Feb-2019

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

22-Mar-2019

CODE

USACE, CONTRACTING DIVISION

ATTN: CEMVN-CT, ROOM 172

7400 LEAKE AVE.

NEW ORLEANS LA 70118-3651

W912P8 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P819B0017

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

QUESTIONS & RESPONSES FOR W912P819B0017, CRSWB New Office Bldg & Control House (OM 17‐2401)

Question 1. Will the owner be supplying the Ice Maker, Refridg., TV, Multimedia, and stove show on sheet A‐01?

Response 1. Yes, the Owner (government) will supply the Ice Maker, refrigerator, TV, multimedia, and the stove.

The Contractor will install the Owner supplied stove (30” wide) and the Owner supplied refrigerator (33” wide) so these dimensions must be taken into account so that the appliances will fit in the kitchen. A note (no. 3) was added to drawing A‐01 stating this.

Question 2. Sheet C‐02 call for concrete piers to be 55.17 and 79 feet, sheet C‐04 call for the same piers to be 53’ and 70’. Which is correct?

Response 2. The concrete pile lengths (55.17’ & 79’) and the tip elevations (el ‐40 & el ‐53.33) are correct on sheet C‐02. Sheet C‐04 was revised to indicate 79’ (from 70’) long concrete piles on the control house and 55.17’ (from 53’) long concrete piles on the office. Also the pile tip elev. shown in section F on drawing S‐01 and section E on drawing S‐02 was revised from el. ‐37.83 to el ‐40.

Question 3. Will we be allowed to visit the site, if so please provide contact info.

Response 3. Section 00100, FAR Clause 52.236‐27, Site Visit (Construction) provides site visit information.

Question 4. IFB NO. W912P819B0017; Specification SECTION 12 32 00

The specifications for the Manufactured Wood Casework is calling for:

2.1 SYSTEM DESIGN

Provide wood cabinets, factory‐fabricated and finished in the manufacturer's standard sizes and finishes of the type, design, and configuration indicated. Construct cabinets as specified meeting the requirements of KCMA A161.1. Wall and base cabinet assemblies to consist of individual units joined into continuous sections. Use fastenings that permit removal and replacement of individual units without affecting the remainder of the installation. Provide counters with watertight sink rim when indicated, and removable drawers equipped with position stops to avoid accidental complete withdrawals.

Fix or adjust shelves as indicated. There are "NO" companies in Louisiana that have this certification, and "all" of the companies I have called in Texas do not quote on projects like this. They mostly work on apartments and larger scale projects.

Can you get with your design team and ask to remove this certification and or add the certification of AWI?

I have worked with several millwork supply companies in Louisiana that are AWI Certified, that do exceptional quality work.

Response 4. The certification requiring the cabinets to meet KCMA A161.1 remains unchanged.

Question 5. Section 01 10 04 – Inspectors’ Field Office – Please confirm the field office for government use will be required as per specs.

Response 5. Section 1100‐1, subsection 4.0, specifies the Inspector’s Field Office, and is required. Section 02 41 00, subsection 1.3.1 specifies the required (3) offices for on‐site Government employees’ use during demolition and construction. Required offices include work offices between the time the tear down of the existing office and completion of the new office, and moving of existing Government owned furniture into and out of the offices.

Question 6. Are there maximum allowable loads given for existing paving, primarily paving extended over water?

This information is needed for planning use of crane for pile driving.

Response 6. There is no ground level paving extending over water; sheetpile walls restrain the earth fill and paving.

Drawing C‐04 has been revised to indicate a cross hatched area where no pile drivers will be allowed and only pickup truck loads (max.) will be permitted. The maximum allowable loads on existing pavement outside of the hatched area shall be standard AASHTO HL93 loads.

Question 7. What is the thickness of paving at the locations for pile “cutouts”?

Response 7. The concrete paving at the cutout location is 4 inches thick.

Question 8. At the existing office building – will the existing “garage” walls under existing slab be included in demolition of office building?

Response 8. No, the 'garage' walls under the existing slab are NOT to be demolished and shall remain.

Question 9. The wage determination in the specs looks like it is for Iberville County. Is this the same wage determination as Calcasieu parish?

Response 9. The wage determination has been corrected to reflect Cameron Parish in lieu of Iberville Parish.

Question 10. Please confirm the occupancy/importance factor on the metal building – I did not find it referenced in the specs or drawings. I would assume that a facility such as this might need to be class IV “Essential” or at least “High”.

Response 10. The occupancy/importance factor on the metal building is the standard class II, which has a wind load factor of 1.0. The building is low occupancy and its loss would not affect the operability of the barrier structure.

General Decision Number: LA190033 01/04/2019 LA33

Superseded General Decision Number: LA20180037

State: Louisiana

Construction Type: Building

County: Cameron County in Louisiana.

BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories).

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.60 for calendar year 2019 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015.

If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.60 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2019. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate, if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/04/2019

ASBE0053-001 09/05/2016

Rates Fringes

ASBESTOS WORKER/HEAT & FROST

INSULATOR........................$ 24.72 8.39

ELEC0861-009 09/01/2018

Rates Fringes

ELECTRICIAN......................$ 27.78 13.25

ENGI0406-002 07/01/2014

Rates Fringes

POWER EQUIPMENT OPERATOR

(Crane)..........................$ 23.46 8.35

CRANE PREMIUMS:

50-150 Tons $1.75 Over 150 Tons $2.25

IRON0058-007 06/01/2017

Rates Fringes

IRONWORKER (REINFORCING AND

STRUCTURAL)......................$ 20.95 9.14

PAIN1244-011 08/01/2016

Rates Fringes

PAINTER (Spray)..................$ 18.63 7.53

* PLUM0060-008 12/03/2018

Rates Fringes

PLUMBER/PIPEFITTER...............$ 29.40 12.39

* ROOF0317-001 12/01/2018

Rates Fringes

ROOFER...........................$ 21.54 8.39

SHEE0214-009 09/01/2013

Rates Fringes

SHEET METAL WORKER (HVAC Duct Installation Only)...............$ 26.71 11.93

SHEE0214-013 09/01/2017

Rates Fringes

SHEET METAL WORKER (Excluding HVAC Duct Installation)..........$ 26.19 14.19

SULA2012-018 09/22/2014

Rates Fringes

BRICKLAYER.......................$ 20.00 0.00

CARPENTER........................$ 15.13 0.00

CEMENT MASON/CONCRETE FINISHER...$ 16.24 2.56

LABORER: Common or General......$ 10.45 0.00

LABORER: Mason Tender - Brick...$ 12.17 0.00

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 19.88 0.00

PAINTER (Brush and Roller).......$ 18.30 8.91

TILE SETTER......................$ 20.00 0.00

TRUCK DRIVER: Dump Truck........$ 17.26 0.00

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative

Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

(End of Summary of Changes)

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Door Elevations 1/4" = 1'- 0"

Window Elevations 1/4" = 1'- 0"

"Storage" Function Lockset, 3 Pair

Butts (NRP), Flush Bolts (T&B)

Threshold, Weatherstripping

Kick Plate

When Sched.

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6" Steel Studs

Sheetrock

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FINISH SCHEDULE FOR ALL ROOMS

Ceiling Tile System Suspended Acoustic

Painted

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Brick Veneer

Brick Veneer

3" Brick Veneer

Air Space

Angle (Typ.)

" Galv.4 13"X3"X

Anchor Bolts

Base Plate

Insulation (Typ.)

6" Thick

Detail

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(18" O.C.)

" Ø Screws/Bolts4

Finish Schedule1

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Plate To Wind Beam, Typ.)

(Continuous 1" Above Base

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6" Steel Studs equal attachment system) 9" O.C. all around (or owner approved

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Painted Hollow Metal Frame 1/4" Clear Inboard 1/4" Tinted Outboard 1' InsulatedTempered Glass

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Painted Hollow Metal Frame 1/4" Clear Inboard 1/4" Tinted Outboard 1' InsulatedTempered Glass

SCHEDSEE

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(Inside actuated - Typ. all windows)

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(SEE DWG. S-01)

AROUND PORCH AREA

CURBING AND HANDRAIL

FOR DETAILS)

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BD. ON EACH SIDE OF STUDS

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Bathroom

Porch

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HOUSE STAIRS

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CONFORM WITH OSHA REQUIREMENTS.

EQUIVALENT. ALL HANDRAILS TO BE CONSTRUCTED TO

"SPEED-RAIL" AND "NU-RAIL" FITTINGS, OR GOV. APPROVED

ALUMINUM HANDRAILS WITH HOLLAENDER ALUMINUM

" SCH. 40, (1.9" O.D.),2

1CONTRACTOR TO SUPPLY 1

NOTE:

4'-9"

6'-0"

24'-6"

8'-4" 7'-10"

4'-0" 10'-0" 20'-0"

50'-0"

16'-0"

8'-8"7'-4"

7'-6"

7'-6"

27'-0"

13'-4"14'-2"

10'-5"10'-0"20'-0"

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W/ HILTI HIT HY 100 ADHESIVE

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Safety is a Part of Your Contract

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FLOOR DRAIN

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TAKEN INTO ACCOUNT, SO APPLIANCES WILL FIT IN KITCHEN

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CONTRACTOR SHALL INSTALL GOVERNMENT SUPPLIED

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3. THE GOVERNMENT WILL SUPPLY THE ICE MAKER,

AS OTHERWISE NOTED.

2. ALL INTERIOR WALLS 4" STL. STUDS X 10' HIGH EXCEPT

IN ORDER TO BE CONCEALED IN 6" METAL STUD WALLS.

1. FLANGE WIDTH OF ALL RIGID FRAMES SHALL BE 6"

NOTES:

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HOLLOW METAL

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WITH NARROW LITE

A

FLUSH PANEL

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B

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1 1/2 Pair Butts (NRP), Threshold, "Entrance" Function Lockset, HARDWARE

FLUSH PANEL

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6'-8"

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A 3'-0" 6'-8" 1 3/4 WOOD MTL

MTL

G 6'-8" 1 3/4 WOOD MTL

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FLUSH PANEL

WOOD

E

A 3'-0" 6'-8" 1 3/4 WOOD MTL

E 3'-0" 6'-8" 1 3/4 WOOD MTL

MTLWOOD1 3/46'-8"3'-0"D

6'-8"A WOOD1 3/4 MTL

E 6'-8" WOOD1 3/4 MTL

E 3'-0" 6'-8" WOOD1 3/4 MTL

Weatherstripping

3 Pair Butts (NRP), Flush Bolts (T&B)

"Entrance" Function Lockset, Threshold, Weatherstripping

1 1/2 Pair Butts, Stop, Silencers

"Bathroom" Function Lockset

"Office" Function Lockset

1 1/2 Pair Butts, Stop, Silencers

1 1/2 Pair Butts, Stop, Silencers

"Passage" Function Lockset7

Insulated Core

INSULATED CORE

2 hr. fire rated

3'-0"

Insulated Core

Pr 2'-3"

Pr 2'-3"

Pr 3'-0"

Insulated Core

2'-4"

F

Pr 3'-0"

WOOD6'-8" 1 3/4 MTLF Pr 3'-0"

Sliding Doors - 6' Span

Sliding Doors - 6' Span

SLIDING CLOSET

G

LOVERED BI-FOLD

NEW ORLEANS DISTRICT

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IDENTIFICATION

SHEET

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®of Engineers

US Army Corps

U .S

A R

M Y C

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P S O

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H -4 -4

:4

N

Safety is a Part of Your Contract

10'-10"14'-3"

8'-10"10'-0"10'-0"10'-0"8'-10"1'-2" 1'-2"

8"

10'-3"

CTRL HOUSE

EXISTING

WELL SLAB

EXISTING

AND CONC. PILES

BUILDING SLAB

EXISTING OFFICE

PILE CAP AND PILES

EXISTING CONCRETE SHEET

EXISTING ASPHALT

PILE LAYOUT

" = 1'-0"4

1SCALE:

C-04

P

IL

E L

A Y

O U

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M A

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-2

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.d g n

MACHINERY PITS

INCENTIVE

CLAUSES

E ER

I N

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N I

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LA

V

UE

YOUR KEY TO

HIGHER PROFITS

CONC. PILES

14" SQ. X 79' LG.

SECTION @ EL. 10.0

GATE WALL -

GATE WALL -

PLAN VIEW, EL. 17.0

HSS10.000 X 0.375"

STEEL PIPE

HSS10.000 X 0.375"

STEEL PIPE

CONC. PILES, TYP.

14" SQ. X 55.17' LG.

P L

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NO PILE DRIVERS OR HEAVY EQUIP.

PICKUP TRUCK LOADS ONLY (MAX.)

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IDENTIFICATION

SHEET

D A

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

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INCENTIVE

CLAUSES

E ER

I N

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N I

G N

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LA

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YOUR KEY TO

HIGHER PROFITS

A DC

S .D

S .D

D .A

X 1 :1

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PLAN

SECTION G

SECTION F

F

S-1

S-01

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8'-10"10'-0"10'-0"10'-0"8'-10"

50'-0"

8'-10"10'-0"10'-0"10'-0"8'-10"1'-2" 1'-2"

EDGE OF EXISTING OFFICE BLDG. SLAB

EXISTING SLAB

2'-4"

34'-0"16'-0"

3'-0"12'-0"3'-0" 50'-0"

16'-0"

EL. 17.19

EL. 17.19

G

S-1

E

S-1

NEW PRECAST CONCRETE SLAB

EL.17.3

EL. 17.05

EL. 17.05

E L .1

.0

16'-0"

EL.17.0

E L .0

EL.17.05

8'-8"

SECTION H

NTS

EL.17.0

EL.17.3

H

S-1

5'-8"6'-0"

EXISTING ASPHALT EL. 6.0

EL.17.19

H -4 -4

" PER FT16

1SLOPE

EL. 27.5

SLAB

HOUSE

CONTROL

NEW

CONCRETE SLAB

TOP OF NEW

EL. 17.19

AND PILES BELOW

CONC. PILE CAPS

NEW PRECAST

TO THE MAX. EXTENT POSSIBLE.

GALVANIZED AFTER SHOP FABRICATION

ALL STEEL SHALL BE HOT DIPPED

NOTE:

C/L STAIRS

RIGID FRAME

DIM., AS REQ'D FOR

PEDESTAL @ EL. 17.19

(TYP.)

" CHAMFER2

(TYP.)

" CHAMFER2

" = 1'-0"8

3SCALE:

" PER FT.16

CONC. PILES

NEW 14" SQ.

BRACING

GALV.8

3L6X6X

ALL RIGID FRAMES

TYP. ONLY AT

E X

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BUILDING SLAB

EXISTING OFFICE

OFFICE BLDG. SLAB

EDGE OF EXISTING

NEW OFFICE BLDG. SLAB

NEW OFFICE BLDG. PILE CAP

0 10'2' 4' 6' 8'12''

" = 1'- 0''8

3SCALE:

AND TO PREVENT MOVEMENT DURING DRIVING.

USE SUPPORT BRACES TO LEVEL THE STEEL TEMPLATE

NOTE: BEFORE DRIVING PILES CONTRACTOR SHALL

" = 1'-0"8

3SCALE:

" = 1'-0"8

3SCALE:

9 "

6"

6"

6"

6"

PER BLDG. MENU. (TYP.)

ANCHOR BOLTS SIZE/LAYOUT

IN CURB

3" GAP

" PER FT16

1SLOPE

J U

L

53.0' LG

CONC. PILES

NEW 14" SQ.

Safety is a Part of Your Contract

AS REQ'D FOR RIGID FRAME

PEDESTAL @ EL. 17.19 DIM.,

TON HOIST (6-0" OPENING)

GATE IN HANDRAIL FOR 2

O M

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EL.-40.0 EL.-40.0

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IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N E

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A N

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N A

C A

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A S

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E R S

A L T W

A T

E R B

A R

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IE

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INCENTIVE

CLAUSES

E ER

I N

G

N I

G N

E

LA

V

UE

YOUR KEY TO

HIGHER PROFITS

A DC

S .D

S .D

D .A

X 1 :1

A N

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S-1

ESECTION

N.T.S. (4 - REQUIRED)

TIE-ROD ASSEMBLY

SLAB TO CAP CONNECTION

TYP.

KEYED SLAB JOINT RECESSED TIE-ROD HOLE

S-02

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El. 17.19

H -4 -4

Pile Recess

2'-4" LG.

#10 REBAR

DRIFT PIN,

OF 16, EVENLY SPACED

PER SLAB SECTION PER PILE CAP FOR A TOTAL

USE A MIN OF 2 SLAB TO PILE CAP CONNECTIONS

NOTE:

POSSIBLE IN THE SHOP.

AFTER FABRICATION TO THE MAX. EXTENT

ALL STEEL SHALL BE HOT DIPPED GALVANIZED

NOTE:

125 FT-LBS LUBRICATED

TORQUING TO 170 FT-LBS DRY OR

FILL W/NON-SHRINK GROUT AFTER

VARIES

T Y

P

UNLESS OTHERWISE SPECIFIED

ALL REBAR IS CONTINUOUS

NOTE:

TARRED FELT

2 LAYERS, NO. 30

VARIES

DOWEL PINS (TYP.)

#8 X 12" REBAR

(TYP. EA. SIDE)

CENTER OF SLAB

#3 BAR X 8" LG.

2'-0" x 2'-4" CAPSILL

EACH SIDE.

#5 REBARS,

PERFORMANCE GROUT

DAYTON SURE GRIP HIGH

#4 BAR (STIRRUPS) @ 8" o.c.

5000 PSI CONCRETE

2 LAYERS No.30 TERRED FELT

TOP OF PILE

El. 15.17

Conc. Pile

Prestressed

(SLAB ONLY)

GALV.PIPE SLEEVE

2" Ø I.D. SCH. 40

(FILL W/ NON-SHRINK GROUT)

"DEEP4

14" Ø x 1

V A

R

IE

S V

A R

IE

S

NON-SHRINK GROUT)

DOWN HOLES (FILL WITH

2"Ø I.D. RECESSED TIE-

2'-4"

(FILL WITH NON-SHRINK GROUT)

OBLONG HOLES IN CAP

"X 5" X 8" DEEP2

" = 1'-0"4

3SCALE:

" = 1'-0"4

3SCALE:

AFTER PANEL INSTALLATION

& ELASTO-SEAL JOINT SEALANT (TYP.)

" RADIUS REQUIRED FOR SLAB JOINTS 8

NOTE:

1"

"8 3R

"V

A R

IE

S

"4

THRU SLAB

" HOLE2

" GALV. TIE-ROD 8

3"

V A

R

IE

S

THRU SLAB

" HOLE2

3"Ø X 3" DEEP

V A

R

IE

S

" = 1'-0"2

1SCALE: 1

PRECAST SLAB, 7" MIN.

AS NEEDED

6" MIN. THREAD

"Ø GALV. TIE-ROD 8

"Ø GALV. TIE-ROD, 2-HEX NUTS & 2 FLAT WASHERS8

" = 1'-0"4

3SCALE:

1'-8"

14"

" 5

10"6" 6"

6"

6"Ø

2" Clr.

3"Ø

4" 4"

LC

6"Ø CORRUGATED HOLE

FOR ANGLE BRACING ON COLUMNS

" HOLES FOR 1" GALV. BOLTS 4

CANTILEVER L - 3'-9" X 11" LEGS

INTERNAL U - 8'-0" X 11" LEGS

(2)- #8 "U" OR L BARS

(2)- #8 REBARS, (EACH BOT. CORNER)

(2)- #8 REBARS EACH SIDE

#5 @ 10" o.c. OTHER WAY

OF #5 @ 6" o.c. &. 2 LAYERS

GRADE 60 REBARS - 2 LAYERS

0 2'1' 3'12''

" = 1' - 0''2

1SCALE: 1

0 2' 4'1' 3' 5'12''

" = 1'- 0''4

3SCALE:

Safety is a Part of Your Contract

J U

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BOT. OF PILE

EL .-40.0