A21_-_W912P818B0058-0001_(with_attachs).pdf

PDF 1 MB Posted Aug 30, 2018

Attached to: Elevated Shops Building for Catfish Point Control Structure Federal contract opportunity
Solicitation number: W912P818B0058
Issued by: Department of the Army Corps of Engineers Engineering District New Orleans

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Amendment 0001 (with drawings attached)

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W912P818B0058_Original_Abstract.pdf	PDF	Sep 19, 2018
W912P818B0058_Original_Abstract.pdf	PDF	Sep 19, 2018
A21_-_W912P818B0058-0002.pdf	PDF	Sep 11, 2018
A21_-_W912P818B0058-0001.pdf	PDF	Aug 30, 2018
A21_-_W912P818B0058.pdf	PDF	Aug 17, 2018

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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 an Elevated Shops Building for Catf ish Point Control Structure is hereby amended to provide changes to the specif ications as show n in the continuation pages.

THE BID OPENING DATE/TIME REMAINS THE SAME.

1. CONTRACT ID CODE PAGE OF PAGES

1 2

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

16C. DATE SIGNED

BY 30-Aug-2018

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 W912P818B0058

X 9B. DATED (SEE ITEM 11)

17-Aug-2018

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 is extended, X 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

30-Aug-2018

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:

W912P818B0058

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:

AMD 0001 - SPEC CHANGES

SECTION 13 34 19

Page 8, paragraph 1.3. In the METAL BUILDING MANUFACTURERS ASSOCIATION (MBMA) reference. Change “(2002” to “(2012)”.

SECTION 23 00 00

Delete this paragraph in its entirety and substitute the following therefore:

“2.13 SEISMIC RESTRAINT/ANCHORAGE (SEISMIC DESIGN CATEGORY B)

Anchor equipment, brace, and components shall be in accordance with ASCE/SEI 7-05 in accordance with applicable seismic criteria for the area and as directed in SMACNA 1981.

Final design of seismic supports, anchorage, and bracing for HVAC work by qualified P.E. is the responsibility of the Contractor based on actual field conditions.”

DRAWINGS

SHEET IDENTIFICATION Nos. G-03, S-03, S-06, S-07, and S-09. Delete these drawings in their entirety and substitute the attached revised drawings SHEET IDENTIFICATION Nos. G- 03, S-03, S-06, S-07, and S-09 therefore.

(End of Summary of Changes)

G-03

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US Army Corps

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S1 (FOR REG. PORTIONS OF BLDG.) 0.054

BF = BOTTOM FACE

CL = CLEAR COVER

C.I.

C.R.S.

O = DIAMETER

C/L OR L = CENTER LINE

EF = EACH FACE

ES = EQUALLY SPACED

OPT.

EL.

MH = MANHOLE

O.C.

D.I. = DROP INLET

D.P.

G = GAS

D = DRAIN

F.H.

STA.

= STANDARD HOOK

W/L = WALL LINE

P = POWER

T = TELEPHONE

S = SEWER

W = WATER

S.C.O.

TEL.M.H. = TELEPHONE MANHOLE

W.M.

W.V.

B/L

= CORROSION-RESISTANT STEEL

= DRAIN VALVE MANHOLE

= ELEVATION

= STATION

= WATER METER

= WATER VALVE

= CAST IRON

TL = TOP LAYER

D/S

U/S

= BASELINE

= ON CENTER

P.C.

H.S. = HIGH STRENGTH

ALT. SP. = ALTERNATE SPACING

AZ = AZIMUTH

= SUBBASELINE

LP = LIGHT POLE

STD. HK.

D.V. MH.

D.V. = DRAIN VALVE

CB = CATCH BASIN

TP = TEST PILE

U.O.N.

= NEAR FACE

= LIGHT STANDARD

= OPTIONAL

= POINT OF CURVATURE

P.T. = POINT OF TANGENCY

SB/L

OS = OFFSET

= BOTTOM LAYER

= CENTER

= CONSTRUCTION JOINT

= DRAIN PIPE

= ELECTRICAL

= FIRE HYDRANT

= FAR FACE

= FAR SIDE

= SEWER CLEANOUT

= TRENCH DRAIN

= TOP FACE

= UNLESS OTHERWISE NOTED

NS = NEAR SIDE

N.T.S. = NOT TO SCALE

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18 14

25 19

31 24

37 28

54 42

62 47

69 53

77 59

85 65

24 18

32 25

40 31

48 37

70 54

80 62

90 69

110 85

12 12

15 12

18 14

22 17

32 25

37 28

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46 36

51 39

14 12

19 15

24 18

29 22

42 32

48 37

54 42

60 46

66 51

BAR SIZE

MINIMUM EMBEDMENT MINIMUM LAP LENGTH

TOP OTHER TOP OTHER TOP OTHER TOP OTHER

LENGTH, INCHES INCHES

MINIMUM EMBEDMENT MINIMUM LAP LENGTH

LENGTH, INCHES INCHES

BASIC TABLE ALTERNATE TABLE

REINFORCEMENT EMBEDMENT AND SPLICE TABLES - 4000 PSI

GENERAL NOTES: CONCRETE NOTES:

REINFORCEMENT CLEARANCE DETAIL

NTS

EXTERNAL CORNERS, AND VERTICAL EXPANSION JOINTS.

NOTES:

MUST BE AT LEAST 2 BAR DIAMETERS.

B) DISTANCE FROM THE CENTER OF A BAR TO THE NEAREST CONCRETE SURFACE

A) CENTER-TO-CENTER BAR SPACING LATERALLY IS AT LEAST 3 BAR DIAMETERS.

1. USE THE BASIC TABLE IF ALL THE FOLLOWING CONDITIONS ARE MET:

MUST BE AT LEAST 2.5 BAR DIAMETERS.

B) DISTANCE FROM THE CENTER OF A BAR TO THE NEAREST CONCRETE SURFACE

A) CENTER-TO-CENTER BAR SPACING LATERALLY IS AT LEAST 5 BAR DIAMETERS.

2. THE ALTERNATE TABLE MAY BE USED IF ALL OF THE FOLLOWING CONDITIONS ARE MET:

OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR.

RESPECT TO A HORIZONTAL PLANE WHICH ARE PLACED SUCH THAT MORE THAN 12 INCHES

4. TOP BARS ARE HORIZONTAL BARS AND BARS INCLINED LESS THAN 45 DEGREES WITH

BARS. IF EPOXY-COATED BARS ARE USED, SEE ACI 318 FOR ADDITIONAL CONSIDERATIONS.

5. THE TABLES SHOWN ABOVE ARE FOR NORMAL WEIGHT CONCRETE AND UNCOATED REINFORCING

= DOWNSTREAM

= UPSTREAM

APPROPRIATE GUIDANCE.

TO-CENTER BAR SPACING LATERALLY IS LESS THAN 3 BAR DIAMETERS, SEE ACI 318 FOR

3. IF CONCRETE COVER OR EDGE DISTANCE IS LESS THAN 1 BAR DIAMETER OF THE CENTER-

28 DAYS, 90 DAYS IF POZZOLAN IS USED, UNLESS OTHERWISE NOTED.

1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 4,000 PSI AT

2. REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH (Fy) OF 60,000 PSI.

LOCATIONS SHALL BE APPROVED BY THE CONTRACTING OFFICER.

THE INTEGRITY OF THE CONCRETE STRUCTURE. THESE ADDITIONAL CONSTRUCTION JOINT

SHOWN, CONSTRUCTION JOINTS SHALL BE PLACED AT LOCATIONS LEAST LIKELY TO IMPAIR

3. CONSTRUCTION JOINTS SHALL BE PROVIDED WHERE SHOWN ON THE DRAWINGS. WHERE NOT

" CHAMFER AT ALL EXPOSED JOINTS, EDGES,4

4. UNLESS OTHERWISE NOTED, PROVIDE

CONCRETE REINFORCING STEEL INSTITUTE.

6. REINFORCING BAR DESIGNATION NUMBERS CONFORM TO THE NUMBERING SYSTEM OF THE

7. REINFORCING BARS SHALL BE CONTINUOUS AT ALL CORNERS UNLESS OTHERWISE NOTED.

OFFICER.

OTHER OBSTRUCTIONS, SHALL BE BENT OR SHIFTED AS DIRECTED BY THE CONTRACTING

8. REINFORCEMENT, WHERE NECESSARY TO AVOID OPENINGS, PIPES, EMBEDDED ITEMS AND

SPLICES REQUIRED BY THE CONTRACTING OFFICER, WILL BE AT THE CONTRACTOR'S EXPENSE.

SPLICES OTHER THAN THOSE SHOWN ON THE DRAWINGS AND OTHER THAN ANY ADDITIONAL

ESSENTIAL TO CONSTRUCTIBILITY, SUBJECT TO APPROVAL BY THE CONTRACTING OFFICER.

ALLOWED TO MAKE SPLICES IN ADDITION TO THOSE INDICATED IN THE DRAWINGS, WHERE

SHALL BE BASED ON THE SMALLER BAR BEING LAPPED. THE CONTRACTOR WILL BE

EMBEDMENT LENGTHS WHERE LENGTHS ARE NOT OTHERWISE INDICATED. SPLICE LENGTHS

9. THE EMBEDMENT AND SPLICE TABLE SHALL BE USED IN DETERMINING LAP SPLICES AND

ABBREVIATIONS

C.M.U. = CONCRETE MASONRY UNITS

CCA = CHROMATED COPPER ARSENATE

SECONDARY REINFORCEMENT FACE OF CONCRETE

PRIMARY REINFORCEMENT

ACCORDANCE WITH SP-66, AMERICAN CONCRETE INSTITUTE DETAILING MANUAL - 2004.

5. ALL BENDS OF REINFORCEMENT AND ALL BAR SPACERS AND SUPPORTS SHALL BE IN

GENERAL CROSS-REFERENCING SYMBOLS

EACH VIEW)

(CENTERED UNDER

VIEW SUBTITLE

SAME DRAWING

VIEW SHOWN ON

SECTION CUT W/

ANOTHER DRAWING

VIEW SHOWN ON

SECTION CUT W/

SAME DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

ANOTHER DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

FRONT SIDE

SECTION

ELEVATION

TOP

C-501

SCALE:

DETAIL/SECTION

SCALE:

D5DETAIL/SECTION

SUPPLEMENTAL INFORMATION

C-102

C-302

SECTION/DETAIL)

(CENTERED UNDER

DRAWING

TITLE ON SAME

SECTION/DETAIL

SECTION/DETAIL)

(CENTERED UNDER

DRAWING

TITLE ON ANOTHER

SECTION/DETAIL

A A

SUPPLEMENTAL INFORMATION

PREFABRICATED METAL BLDG.

(TO BE SUBMITTED BY

MANUFACTURER)

LIVE LOADS PER ASCE

WIND LOADS PER ASCE

WIND IMPORTANCE FACTOR

WIND EXPOSURE CATEGORY

DIRECTIONALITY COEFFICIENT (Kd)

TOPOGRAPHIC FACTOR (Kzt)

SEISMIC LOADS PER ASCE 7

OCCUPANCY USE CATEGORY I

SEISMIC IMPORTANCE FACTOR (Ie)

SEISMIC DESIGN CATAGORY

SEISMIC RESISTING SYSTEM:

RESPONSE MODIFICAITION FACTOR(R)

IRREGULAR

REGULAR

SEISMIC BASE SHEAR - REGULAR

PER PEMB

EQUIV LATERAL FORCE

STRUCTURAL DESIGN CRITERIA

ALL DESIGNS SHALL CONFORM TO THE PROVISIONS OF

ACI 318-14 AND ASCE 7 AS APPLICABLE.

DESIGN LOADS

DEAD LOADS PER ACI 318 AND LRFD

250 SPF

14.3KIP(APPROX.)

129 MPH

0.85

1.0

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WWR = WELDED WIRE REINFORCEMENT

OTHERWISE NOTED.

10. ALL FORMED SURFACES SHALL RECIEVE A CLASS "C" FINISH UNLESS

2. AZIMUTHS SHOWN ARE MEASURED CLOCKWISE FROM THE NORTH.

(NATIONAL AMERICAN VERTICAL DATUM 1988).

3. ELEVATIONS ARE IN FEET AND REFER TO NAVD88 (2004.65),

IN THE FIELD.

APPROXIMATE. CONTRACTOR SHALL VERIFY ACTUAL DIMENSIONS

4. DIMENSIONS AND/OR ELEVATIONS MARKED THUS (+) ARE

SHOWN TO SCALE

5. DIMENSIONS AND/OR ELEVATIONS MARKED THUS (NTS) ARE NOT

OUT OF SCALE.

SCALED. NTS IS SHOWN ONLY WHERE DRAWING IS OBVIOUSLY

6. DRAWINGS ARE GENERALLY TO SCALE, BUT SHOULD NOT BE

SITE BY THE GOVERNMENT.

7. BENCH MARKS AND BASE LINES HAVE BEEN ESTABLISHED AT THE

ROOFING.

ROOFING WAS REPLACED IN THE 1990's WITH METAL SIDING AND

NEW GUIDANCE AND REGULATIONS, THE ASBESTOS SIDING AND

CONTAINED ASBESTOS CONCRETE (AC) ROOFING AND SIDING. PER

POWERHOUSE BUILDING TO BE DEMOLISHED AND DISPOSED

1. REFERENCE DRAWING, SHEET 44, INDICATES THAT THE EXISTING

1.0

20 SPF

MBMA 2012

IBC 2015

SITE CLASS

250 SPFAWNING SLAB LL

ULTIMATE WIND SPEED

100 MPHNOMINAL WIND SPEED

RISK CATEGORY 1

0.85DIRECTIONALITY FACTOR (Kd)

0.85GUST FACTOR (Gf)

1RISK CATAGORY

PER PEMB

1RISK CATEGORY

BUILDING SYSTEM REQUIRED FOR OTHER TRADES.

10. CONTRACTOR SHALL COORDINATE FRAMED OPENINGS IN METAL

SHOWN FOR CONCEPT ONLY.

BE SOLELY THE RESPONSIBLITY OF THE CONTRACTOR. FRAMING

9. DESIGN AND CONSTRUCTION OF THE METAL BUILDING SYSTEM SHALL

8. FOR BORING LOGS, SEE REFERENCE DWGS.

SHOPS BUILDING SLAB

ROOF LOAD

HOIST LOAD 6 KIPS

+/- 0.55

INTERNAL PRESSURE COEFS

SHOP BUILDINGS

AWNING

DESIGN PRESSURES

WINDWARD

LEEWARD

35.9 PSF

36.9 PSF

SS (FOR IRREG. PORTIONS OF BLDG.) 0.084

SDS 0.140

SD1 0.108

Fa 2.5

Fe 3.5

PER PEMBRESPONSE COEFFICIENT (CS)

SEISMIC ANALYTICAL PROCEDURE

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2'-0''

GUTTER

OVERHEAD COILING DOOR

12'-0" x 10'-0"

METAL ROOF

SMALL AWNING

2'-0''

3'-0" x 7'-0" PERSONNEL DOOR

EL. 6.75

EXISTING GROUND APPROX. EL. 3.5EXISTING GROUND

COMPACTED EMBANKMENT

OVERHEAD COILING DOOR

12'-0" x 10'-0"

METAL ROOF

WEST ELEVATION

EAST ELEVATION

SCALE: 1" = 5'-0"

EXISTING GROUND EXISTING GROUND

COMPACTED EMBANKMENT

15'-4"

2'-0''

S T

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2'-0''

12'-9"

SHUTTER

W/ STORM

3'-6" x 4'-0"

WINDOW

SHUTTER

W/ STORM

3'-6" x 4'-0"

WINDOWS

48'-0"

4'-5"10'-5"11'-8"16'-6"4'-5"

19'-11"

SEE NOTES

SIGN

SPLASH PAD (TYP)

30" x 9 1/2" CONCRETE

NOTE: LARGE AWNING AND LIGHTS NOT SHOWN

BUILDING

SHOP

RESPONSIBLITY OF THE CONSTRACTOR. FRAMING SHOWN FOR CONCEPT ONLY.

5. DESIGN AND CONSTRUCTION OF THE METAL BUILDING SYSTEM SHALL BE SOLELY THE

4. SIGN ON BUILDING SHALL SHOW ON TOP "BLDG-483" AND ON BOTTOM "CPCS-6087".

AS RECOMMENDED BY MANUFACTURER. MOUNTING HARDWARE SHALL BE CONCEALED BY VIEW.

3. MOUNT SIGN USING U-BACKET, SCREW CAPS, AND/OR EXPANSION BOLTS OF NUMBER AND SIZE

ARCYLIC POLYURETHANE FINISH SHALL BE PROVIDED.

INSTALLATION. TYPEFACE SHALL BE HELVATICA MEDIUM. BAKED ENAMEL OR TWO-COMPONET

IN A SPEICAL DEGREASING BATH. LETTERS SHALL BE PACKAGED FOR PROTECTION UNTIL

LETTERS SHALL BE CLEANED BY CHEMICAL ETCHING OR CLEANING UTLRASONCIALLY

2. LETTERS SHALL BE FABRICATED FROM CAST ALUMINUM 0.090 INCH ALUMINUM SHEET.

ARE PERMITTED.

THE MINIMUN HEIGHT IS MEASURED USING AN UPPER CASE LETTER "X". LOWER CASE LETTERS

BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ.

RATIO BETWEEN 1:15 AND 1:10. CHARACTERS AND NUMBERS ON INDICATED SIGNS SHALL

A WIDTH-TO-HEIGHT RATIO BETWEEN 3:5 AND 1:5 AND A STOKE-TO-WIDTH-TO-HEIGHT

1. LETTERS AND NUMBERS ON INDICATED SIGNS FOR BUILDINGS SHALL HAVE

NOTES:

NEW ORLEANS DISTRICT

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E :2

SECTION A

'' = 1'-0''4

1SCALE:

13'' DIA. TREATED TIMBER PILES

'' = 1'-0''4

1SCALE:

23'-0"

12'-0"

10'-0"23'-0"

NEW SHOPS BUILDING

5 1/2" CONCRETE SLAB

2'-0" DEEP

CONCRETE FOOTING

COLUMN

SUPPORT

PURLINSROOF DECKING

ROOF DECKING

SUPPORT COLUMN

PURLINS

23'-0"

56'-0"

60'-0"

SLAB AND EXISTING BUILDING

EXPANSION JOINT BETWEEN

60'-0"

SCALE: 1 1/2" = 1'-0"

DETAIL 1

1 & 2

SEE DETAIL

SECTION B

13'' DIA. TREATED TIMBER PILES

2'-0''

AWNING

BUILDING

SIDING ROOF

1''

OPEN

CAULKING

'' CONCRETE SLAB2

'' = 1'-0''8

3SCALE:

PURLIN

COLUMN

SUPPORT

2'-6" DEEP

CONCRETE FOOTING

TIP EL. -40.75

EXPANSION JOINT

14'-0"

X X X

3" CLR

TOP EL. 5.25 NAVD88

EXPANSION JOINT

CONCRETE SLAB

6x6-W2.9xW2.9 WWF

DEPTH

TO VALIDATE EMBEDMENT

CONTRACTOR GOVERNMENT

TO BE DESIGNED BY

COLUMN ACHORAGE

COLUMN

SUPPORT

EL. 6.75 NAVD88

CONCRETE FOOTING

2'-6"x2'-0"x2'-0"

TIP EL. -40.75 NAVD88

C L

# 4 BARS

#4 TIES

DETAIL

SCALE: 1" = 1'-0"

(BOTH SIDES)

TECO FASTENERS

PILE CUT OFF

CSCALE: 1" = 1'-0"

SECTION

TENSION CONNECTOR

CONCRETE

DISHOUT

& (2) LOCK WASHERS

GALV. STL. STRAP

" x 3"2

11-FLAT BAR

(TYP)

#4 BAR

13" TIMBER PILE

1'-0"1'-0"

2'-0"

#4 TIES

S-07

F O

U N

D A

N P

L A

H S -0

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U G

A D

D E

D T

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NEW ORLEANS DISTRICT

S O

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N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

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A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

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A T

D A

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M A

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D E

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C O

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C T N

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

E E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

A N

S I

H -4 -4

N O

T E

D M

W W

P -1

-B -0

W X

X X

X X -X

X -X -X

X X

M E

R M

E N

T A

U R

E R

C A

T F

H P

T C

O N

T R

O L S

T R

U C

T U

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C A

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FOUNDATION PLAN

SLAB AND PILES (TYP.)

SCALE: 3/8" = 1'-0''

BOLLARD (TYP)

PROPOSED BUILDING

PILES (TYP) SEE REF. DGNS.

EXISTING SLAB AND

NEW AWNING

1'-0" 1'-0"1'-5"

48'-0"

A B C D E F G H I

1'-0"

1' 5'-9"5'-9"5'-9"5'-9"5'-9"5'-9"5'-9"5'-9" 1'

OF EL. -40.75.

MIN. 13'' BUTT DIA. AND DRIVEN TO A TIP ELEVATION

ALL PILES SHALL BE ROUND CCA TIMBER PILES, CLASS B,

NOTE:

S-08

TO BE DEMOLISHED

EXISTING BUILDING

23'-0"

S-08

PILE SCHEDULE

PILE TYPE BATTER TIP EL. CUT-OFF EL.

TIMBER

TREATED

VERTICAL -40.75 5.25

10'-0"23'-0"

# OF PILES

FOOTING

BOLLARD

INTERIOR

FOOTING

BOLLARD

INTERIOR

BOLLARDS

EXTERIOR

NOTED

UNLESS OTHERWISE

BELOW GRADE

TO BE CUT 2 FEET

EXISTING PILES

PILES TO BE PULLED

SLAB

AND SIDEWALK

NEW DRIVEWAY

AWNING/DRIVEWAY/SIDEWALK SLAB NOTES

LEGEND

PILES

CORNERS BETWEEN AWNING SLAB AND CONCRETE FOOTINGS.

6. #4 DIAGONAL BARS (4FT LONG) SHALL BE PLACED AT ALL

SEE SHEET S-09.

5. FOR EXPANSION JOINT AND CONTRACTION DETAILS

FOR FURTHER DETAILS.

REFER SPECIFICATION SECTION 0315 13.00 12 FOR

JOINT FILLER SEALED W/ ELOSTOMETIC SEALANT

4. EXPANSION JOINT SHALL BE 1/2" PREMOLDED

O.C.

3. CONTRACTION JOINTS SHALL BE SPACED 10 FT

2. TERMINATE WWR AT EXPANSION JOINTS.

WITH 6 x 6 x W2.9 x W2.9 WWR.

1. SLABS TO BE 5 1/2" THICK AND REINFORCED

S -0

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S-09

A N

D T

R O

L L E

E R

R A

N D A

W N

G B

O L L

A R

A U

R E

E D T

E X

INTERIOR BOLLARDS

SCALE: N.T.S.

SLAB, 8'' CONC.

(4 REQ'D PER BOLLARD)

WELDED TO PIPE W/3/8" FILLET WELD ALL AROUND

1/2" DIA. X 8" LONG ANCHOR BARS

1'-0" 2'-0"

C/L BOLLARD

& TROWEL TO A DENSE FINISH

SLIGHTLY CROWN TOP

FILL W/ 4000 PSI CONCRETE

6" NOM. DIA. STD. WT. PIPE

1'-4''

(LARGE) AWNING BOLLARDS

SCALE: N.T.S.

(2 REQ'D PER BOLLARD)

WELDED TO PIPE W/3/8" FILLET WELD ALL AROUND

1/2" DIA. X 8" LONG ANCHOR BARS

AWNING SLAB, 5 1/2" CONC.

PRIME AND PAINT

6" NOM. DIA. STD. WT. PIPE

& TROWEL TO A DENSE FINISH

SLIGHTLY CROWN TOP

FILL W/ 4000 PSI CONCRETE

C/L BOLLARD

1'-0"1'-0"

2'-0" SQ.

SCALE: N.T.S.

PRE-ENGINEERED ROOF PURLINS

AND PRE-ENGINEERED FRAMES

TROLLEY DETAIL

TROLLEY

3 TONS WITH

MANUAL HOIST

PRIME AND PAINT

SEE SPECIFCATIONS

SECTION 05 0513 FOR

DETAILS

1/2" EXPANSION JOINT

EXPANSION JOINT

CONTRACTION JOINT

SCALE: N.T.S.

PREMOLDED

JOINT FILLER

ELASTOMERIC SEALANT

" R8

1/2"

SURFACE OF

SCOUR PROTECTION

TERMINATE WWR

REINFORCING AT

JOINT

BUILDING SLAB

SEALANT

ELASTOMERIC

SURFACE OF

CONCRETE

BEAM TO BE DESIGNED

BY BUILDING MANUFACTURER

NEW ORLEANS DISTRICT

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

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

E E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

A N

S I

H -4 -4

N O

T E

D M

W W

P -1

-B -0

W X

X X

X X -X

X -X -X

X X

M E

R M

E N

T A

U R

E R

C A

T F

H P

T C

O N

T R

O L S

T R

U C

T U

R E

C A

M E

R O

N P

A R

H L

O U

N A

D A

P L

O V

E T

T P .E

N E

W S

H O

P S B

A U

G U

S T

“2.13 SEISMIC RESTRAINT/ANCHORAGE (SEISMIC DESIGN CATEGORY B)

Am_0001_Directive_Ed 18-076.pdf

Am_0001_Ed 18-076.pdf

“2.13 SEISMIC RESTRAINT/ANCHORAGE (SEISMIC DESIGN CATEGORY B)

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