Attachment 7 Drawings MARAD DOT Warehouse.pdf

PDF 15 MB Posted Jul 16, 2024

Attached to: MARAD 2 DOT NDRF WHARF
Solicitation number: 47PH0524R0093
Issued by: General Services Administration Public Buildings Service Central Office Office of Acquisition Management

About this file

Written by GovTribe AI · Jul 16, 2024

This document appears to be Attachment 7 Drawings related to a federal contract opportunity for the renovation of a DOT warehouse for the relocation of MARAD. The associated federal contract opportunity is Solicitation Number 47PH0524R0093, titled "MARAD 2 DOT NDRF WHARF".

The solicitation is a 100% Small Business Set-Aside with an estimated construction cost magnitude between $1,000,000 and $5,000,000. The work consists of demolition and renovation of the two-story office area, including interior finishes, exterior cladding, mechanical/electrical/plumbing systems, fire sprinklers, and other related systems. A site visit is scheduled for July 25, 2024, and the solicitation closing date is August 29, 2024. The applicable NAICS code is 236220 - Commercial and Institutional Building Construction, with a $45 million size standard. The source selection process will be based on the Lowest Price Technically Acceptable approach.

View the file

Other files

File	Type	Posted
Solicitation Amendment 47PH0524R0093_0003 Signed.pdf	PDF	Sep 4, 2024
Attachment 8 SPECS 66518 MARAD DOT Warehouse Nov 16 2023.pdf	PDF	Sep 4, 2024
Attachment 7 DRAWINGS- 66518 MARAD DOT Warehouse Nov 16 2023.pdf	PDF	Sep 4, 2024
Solicitation Amendment 47PH0524R0093_0002 Signed.pdf	PDF	Aug 27, 2024
SF1442 47PH0524R0093.pdf	PDF	Aug 27, 2024
Solicitation Amendment 47PH0524R0093_0001.pdf	PDF	Aug 15, 2024
Attachment 3 GSA527 21.pdf	PDF	Jul 16, 2024
Attachment 2_Past Performance Questionnaire (PPQ).pdf	PDF	Jul 16, 2024
GSA SOW 66518 MARAD DOT Warehouse 2143350 (2).pdf	PDF	Jul 16, 2024
Attachment 8 Specifications MARAD DOT Warehouse.pdf	PDF	Jul 16, 2024
Attachment 6 Bid Schedule Form for RFP.xlsx	XLSX spreadsheet	Jul 16, 2024
SBSA_LPTA_Sol_47PH0524R0093-BOGGS MARAD .pdf	PDF	Jul 16, 2024
Attachment 4 la41 June 7 2024.txt	TXT text file	Jul 16, 2024
Attachment 5 GC Reps and Certs March 2023_R0093.docx	DOCX document	Jul 16, 2024
Attachment 1_WASTE DIV 1996 66518 MARAD DOT Warehouse.xlsx	XLSX spreadsheet	Jul 16, 2024
SBSA GC Agreement _Renovation of BOGGS MARAD to DOT Warehouse Wharf.pdf	PDF	Jul 16, 2024

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0 4' 8' 1/4"=1'-0"

CHECKED BY

DRAWN BY

FLOOR NUMBER

SHEET TITLE

SHEET

NUMBER

SUBMISSION DATE

SUBMISSION STAGE

GSA PM

PROJECT NUMBER

PROJECT

DESCRIPTION

PROJECT TITLE

BUILDING NUMBER

CITY/ST./ZIP

ADDRESS

BUILDING NAME

PRIME CONTR. NO.

PRIME ORDER NO.

CONST. CONTR.

A/E

SUB A/E

CONST. CONTR. NO.

SHEET SIZE:

DATE DRAWN:

24 X 36

S H

E E

E N

C A

DISCIPLINE

P R

C T

N T

O N

B U

BIM FILE NAME

C O

A C

T O

R S

R E

C K

G R

A P

S C

C O

N S

A N

T S

P O

R S

E A

L D

E S

E R

N T

A T

O W

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E N

SHEET OF SHEETS

10000 RICHMOND 10000 RICHMOND 10000 RICHMOND 10000 RICHMOND

SUITE 100SUITE 100SUITE 100SUITE 100

HOUSTON, TEXAS HOUSTON, TEXAS HOUSTON, TEXAS HOUSTON, TEXAS

77042770427704277042

713713713713----629629629629----6100610061006100 www.pdgarchitects.comwww.pdgarchitects.comwww.pdgarchitects.comwww.pdgarchitects.com

PUBLIC BUILDING SERVICE - GREATER SOUTHWEST REGION

HALE BOGGS FEDERAL BUILDING

500 POYDRAS STREET - NEW ORLEANS - LA 70130

47PH0819D0048

47PH0522F0020

TO BE DETERMINED

PDG, INC. (dba PDG ARCHITECTS)

N/A

TO BE DETERMINED

LA9901ZZ

RENOVATION OF 2 FLOORS OF OFFICE SPACE IN BAYS

43, 44, AND 45 OF THE EXISTING WAREHOUSE

/1 /2

P M

G0.0.0

COVER

66518 BOGGS MARAD to DOT WAREHOUSE 2143350

100% DESIGN SUBMITTAL

OCTOBER 18, 2023

OCT 18, 2023RZ/JWB

LA9901 WHARF 3, BAY 43, 44, & 45

38 POLAND AVENUE, AND CHARTRES

NEW ORLEANS, BAYWATER DISTRICT, LOUISIANA

22002

PETER L LONGERICH

WHARF BERTH 3

GENERAL SERVICES

ADMINISTRATION REGION 7

OCT 18, 2023

Building No. LA9901ZZ PDN No. EP-47PH0522F0020 Order No. 47PH0522F0020 PDG Job No. 22002

100% DESIGN SUBMITTAL

Relocate 66518 BOGGS MARAD to DOT WAREHOUSE 2143350

Wharf 3, Bay 43, 44, 45 38 Poland Ave. and Chartres New Orleans, LA

OCTOBER 18, 2023

SENSITIVE BUT UNCLASSIFIED (SBU) PROPERTY OF THE UNITED STATES GOVERNMENT COPYING, DISSEMINATION, OR DISTRIBUTION OF THIS DOCUMENT TO UNAUTHORIZED RECIPIENTS IS PROHIBITED.

Do not remove this notice. Properly destroy or return documents when no longer needed.

Mark Date Description

DOOR SYMBOL

DOOR NUMBER

ROOM

IDENTIFICATION

1View Name 1/8" = 1'-0"

SECTION CUT

SYMBOL

DETAIL/ SHEET

NUMBER

WINDOW TYPE 1

DRAWING TITLE

PARTITION TYPE A1

ELEVATION

SYMBOL

Room name

DETAIL/ SHEET

NUMBER

CONSTRUCTION

DETAIL SYMBOL

A101

SIM

COLUMN

REFERENCE 0

ELEVATION

MARKER

NEW COLUMN

INFORMATION

EL.:= 100'-0"

DRAWING

REVISION

NORTH DIRECTION

A6023

A501

DOOR SYMBOL &

IDENTIFICATION

SCALE

0 4'-0" 8'-0" 16'-0"

0 4' 8' 1/4"=1'-0"

CHECKED BY

DRAWN BY

FLOOR NUMBER

SHEET TITLE

SHEET

NUMBER

SUBMISSION DATE

SUBMISSION STAGE

GSA PM

PROJECT NUMBER

PROJECT

DESCRIPTION

PROJECT TITLE

BUILDING NUMBER

CITY/ST./ZIP

ADDRESS

BUILDING NAME

PRIME CONTR. NO.

PRIME ORDER NO.

CONST. CONTR.

A/E

SUB A/E

CONST. CONTR. NO.

SHEET SIZE:

DATE DRAWN:

24 X 36

S H

E E

E N

C A

DISCIPLINE

P R

C T

N T

O N

B U

BIM FILE NAME

C O

A C

T O

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R E

C K

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SHEET OF SHEETS

10000 RICHMOND 10000 RICHMOND 10000 RICHMOND 10000 RICHMOND

SUITE 100SUITE 100SUITE 100SUITE 100

HOUSTON, TEXAS HOUSTON, TEXAS HOUSTON, TEXAS HOUSTON, TEXAS

77042770427704277042

713713713713----629629629629----6100610061006100 www.pdgarchitects.comwww.pdgarchitects.comwww.pdgarchitects.comwww.pdgarchitects.com

PUBLIC BUILDING SERVICE - GREATER SOUTHWEST REGION

HALE BOGGS FEDERAL BUILDING

500 POYDRAS STREET - NEW ORLEANS - LA 70130

47PH0819D0048

47PH0522F0020

TO BE DETERMINED

PDG, INC. (dba PDG ARCHITECTS)

N/A

TO BE DETERMINED

LA9901ZZ

RENOVATION OF 2 FLOORS OF OFFICE SPACE IN BAYS

43, 44, AND 45 OF THE EXISTING WAREHOUSE

/1 /2

P M

G0.0.1

GENERAL INFORMATION NOTES

66518 BOGGS MARAD to DOT WAREHOUSE 2143350

100% DESIGN SUBMITTAL

OCTOBER 18, 2023

OCT 18, 2023RZ/JWB

Checker

LA9901 WHARF 3, BAY 43, 44, & 45

38 POLAND AVENUE, AND CHARTRES

NEW ORLEANS, BAYWATER DISTRICT, LOUISIANA

22002

PETER L LONGERICH

WHARF BERTH 3

GENERAL SERVICES

ADMINISTRATION REGION 7

OCT 18, 2023

NUMBER OR SYMBOL

& AND

@ AT

C CENTERLINE

# POUND OR NUMBER

ABV. ABOVE

ACOUS. ACOUSTICAL

A.C.T. ACOUSTICAL CLG. TILE

A.D. AREA DRAIN

ADJ. ADJUSTABLE

A.F.F. ABOVE FINISH FLOOR

AGGR. AGGREGATE

ALUM. ALUMINUM

APROX. APPROXIMATE

ARCH. ARCHITECT/ARCHITECTURAL

ASPH. ASPHALT

BD. BOARD

BIT. BITUMINOUS

BLDG. BUILDING

BLK. BLOCK

BLKG. BLOCKING

B.M. BENCH MARK

BM. BEAM

BOT. BOTTOM

B.U.R. BUILT-UP ROOFING

CAB. CABINET

C.B. CATCH BASIN

CEM. CEMENT

CER. CERAMIC

C.I. CAST IRON

C.G. CORNER GUARD

C.J. CONTROL JOINT

CLG. CEILING

CLO. CLOSET

CLR. CLEAR

C.M.U. CONCRETE MASONRY UNIT

C.O. CASED OPENING

CO. CLEANOUT

COL. COLUMN

CONC. CONCRETE

CONN. CONNECTION

CONST. CONSTRUCTION

CONT. CONTINUOUS

CORR. CORRIDOR

CPT. CARPET

CNTR. COUNTER

CTR. CENTER

CTSK. COUNTERSINK

DBL. DOUBLE

DEPT. DEPARTMENT

DET. DETAIL

D.F. DRINKING FOUNTAIN

DIA. DIAMETER

DIM. DIMENSION

DISP. DISPENSER

DN. DOWN

D.O. DOOR OPENING

DR. DOOR

D.S. DOWNSPOUT

DWG. DRAWING

DWR. DRAWER

E. EAST

EA. EACH

E.W. EACH WAY

E.D.F. ELECTRIC DRINKING FOUNTAIN

E.W.C. ELECTRIC WATER COOLER

ELEC. ELECTRICAL

EL. ELEVATION

EMERG. EMERGENCY

ENCL. ENCLOSURE

E.P. ELECTRICAL PANEL

EQ. EQUAL

EQUIP. EQUIPMENT

EXIST. EXISTING

EXP. EXPANSION

E.J. EXPANSION JOINT

EXT. EXTERIOR

E.I.F.S. EXT. INSUL. & FINISH SYSTEM

F.A. FIRE ALARM

F.B. FLAT BAR

F.D. FLOOR DRAIN

FDTN. FOUNDATION

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

F.H.C. FIRE HOSE CABINET

FIN. FINISH

F.L. FLOW LINE

FLR. FLOOR

FLASH. FLASHING

FLUOR. FLUORESCENT

F.O.C. FACE OF CONCRETE

F.O.F. FACE OF FINISH

F.O.G. FACE OF GLASS

F.O.M. FACE OF MASONRY

F.O.S. FACE OF STUDS

FPRF. FIREPROOF

F.R. FIRE RATED

F.R.T. FIRE RETARDANT TREATED

F.R.T.W. FIRE RETARDANT TREATED WOOD

F.S. FULL SIZE

FT. FOOT OR FEET

FTG. FOOTING

FURR. FURRING

FUT. FUTURE

GA. GAUGE

GALV. GALVANIZED

G.B. GRAB BAR

GL. GLAZING

GND. GROUND

GR. GRADE

G.S. GALVANIZED STEEL

GYP. GYPSUM

H.B. HOSE BIBB

H.C. HOLLOW CORE

HDCAP. HANDICAPPED

HWD. HARDWOOD

HDWR. HARDWARE

H.M. HOLLOW METAL

HORIZ. HORIZONTAL

HT. HEIGHT

I.D. INSIDE DIAMETER

IN. INCH

INSUL. INSULATION

INT. INTERIOR

I.B.C. INTERNATIONAL BLDG. CODE

JAN. JANITOR

JT. JOINT

L ANGLE

LAB. LABORATORY

LAM. LAMINATE

LAV. LAVATORY

LKR. LOCKER

LB. POUND

LBS. POUNDS

LT. LIGHT

MAX. MAXIMUM

M.C. MEDICINE CABINET

MECH. MECHANICAL

MEMB. MEMBRANE

MFR. MANUFACTURER

MH. MANHOLE

MIN. MINIMUM

MIR. MIRROR

MISC. MISCELLANEOUS

M.O. MASONRY OPENING

M.R. MOISTURE RESISTANT

MTD. MOUNTED

MTL. METAL

MULL. MULLION

N. NORTH

N.I.C. NOT IN CONTRACT

NO. NUMBER

NOM. NOMINAL

N.T.S. NOT TO SCALE

OA. OVERALL

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

O.F.C.I. OWNER FURNISHED -

CONTRACTOR INSTALLED

O.F.& I. OWNER FURNISHED

AND INSTALLED

OFF. OFFICE

OPNG. OPENING

OPP. OPPOSITE

PNL. PANEL

P. LAM. PLASTIC LAMINATE

PL. PLATE

PLAS. PLASTIC

PLBG. PLUMBING

PLYWD PLYWOOD

PR. PAIR

PRCST. PRECAST

PT. POINT

PTD. PAINTED

P.T.D. PAPER TOWEL DISPENSER

P.T.D./R. PAPER TOWEL

DISPENSER/RECEPTACLE

PTN. PARTITION

P.T.R. PAPER TOWEL RECEPTACLE

Q.T. QUARRY TILE

QTY. QUANTITY

R. RISER

RAD. RADIUS

R.D. ROOF DRAIN

REF. REFERENCE

REFR. REFRIGERATOR

REG. REGISTER

REINF. REINFORCE

RESIL. RESILIENT

RM. ROOM

R.O. ROUGH OPENING

REQ'D. REQUIRED

S. SOUTH

S.C. SOLID CORE

S.C.D. SEAT COVER DISPENSER

SCHED. SCHEDULE

S.D. SOAP DISH OR STORM DRAIN

SECT. SECTION

S.F. SQUARE FEET

SHWR. SHOWER

SHT. SHEET

SIM. SIMILAR

S.N.D. SANITARY NAPKIN DISPENSER

S.N.R. SANITARY NAPKIN RECEPTACLE

SPEC. SPECIFICATION

SPEC'D. SPECIFIED

SPECS. SPECIFICATIONS

SQ. SQUARE

S.S. SANITARY SEWER/

STAINLESS STEEL

STD. STANDARD

STL. STEEL

STOR. STORAGE

STR. STAIR

STRUC. STRUCTURAL

STM. SWR. STORM SEWER

SUSP. SUSPENDED

SWR. SEWER

SW. SWITCH

SYM. SYMETRICAL

T.P.D. TOILET PAPER DISPENSER

T&G TONGUE AND GROOVE

T.B. TOWEL BAR

TEL. TELEPHONE

TER. TERRAZZO

THK. THICK

T.O.C. TOP OF CURB

T.O.M. TOP OF MASONRY

T.O.P. TOP OF PAVEMENT

T.O.S. TOP OF STEEL

T.O.W. TOP OF WALL

T.P.D. TOILET PAPER DISPENSER

TRD. TREAD

TRTD. TREATED

TV. TELEVISION

TYP. TYPICAL

ARCHITECTURAL SYMBOLS AND ABBREVIATIONS

U.G. UNDERGROUND

U.N.O. UNLESS NOTED OTHERWISE

UNFIN. UNFINISHED

UTIL. UTILITY

VENT. VENTILATION

V.T.R. VENT THRU ROOF

VEST. VESTIBULE

W. WEST

W/ WITH

W.C. WATER CLOSET

W.H. WATER HEATER

WD. WOOD

WDW. WINDOW

W/O WITHOUT

WP. WATERPROOF

WSCT. WAINSCOT

WT. WEIGHT

W.W.F. WELDED WIRE FABRIC

CODE INFORMATION

SHEET INDEX

1.FIELD VERIFICATION: PRIOR TO SCHEDULING OF WORK AND COMMENCING

CONSTRUCTION, CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN.

CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES OF EQUIPMENT,

DIMENSIONS OR MATERIALS ON DRAWINGS.

2.LEGEND: ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED

CONSTRUCTION STANDARDS.IF THE CONTRACTOR HAS ANY QUESTIONS REGARDING THE

SAME OR THEIR EXACT MEANING, THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION.

3.HORIZONTAL DIMENSIONS: DIMENSIONS ON THE DRAWINGS ARE TO CENTER LINE OF

COLUMN, GRID LINES OR TO THE FACE OF FINISH OR EXISTING WALLS AS INDICATED ON

THE DRAWINGS, UNLESS NOTED OTHERWISE.

GENERAL NOTES

APPLICABLE CODES:

THE FOLLOWING CODES AND STANDARDS APPLY TO THE WORK OF THIS PROJECT, UNLESS NOTED OTHERWISE:

· INTERNATIONAL BUILDING CODE, 2018 EDITION W/ APPENDICES, AS PREPARED BY THE INTERNATIONAL CODE COUNCIL. (ICC)

· INTERNATIONAL MECHANICAL CODE, 2018 EDITION W/APPENDICES, AS PREPARED BY THE INTERNATIONAL CODE COUNCIL, (ICC)

· INTERNATIONAL PLUMBING CODE, 2018 EDITION, W/ APPENDICES, AS PREPARED BY THE INTERNATIONAL CODE COUNCIL, (ICC)

· NATIONAL FIRE PROTECTION ASSOCIATION 13-2019, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS

· NATIONAL FIRE PROTECTION ASSOCIATION 70-2017, NATIONAL ELECTRICAL CODE

· NATIONAL FIRE PROTECTION ASSOCIATION 72-2019, NATIONAL FIRE ALARM AND SIGNALING CODE

· NATIONAL FIRE PROTECTION ASSOCIATION 90A-2018, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS

· NATIONAL FIRE PROTECTION ASSOCIATION, 101-2019, LIFE SAFETY CODE

· IECC 2015

· GENERAL SERVICES ADMINISTRATION, GSA P100: FACILITIES STANDARDS FOR THE PUBLIC BUILDINGS SERVICE, 2018

· AMERICANS WITH DISABILITIES ACT AND ARCHITECTURAL BARRIERS ACT ACCESSIBILITY GUIDELINES (2005 ABAAS)

GENERAL SHEETS

G0.0.0 COVER

G0.0.1 GENERAL INFORMATION NOTES

G1.0.1 ABAAS INFORMATION

G2.0.0 PROJECT LIFE SAFETY PLAN

ARCHITECTURE SHEETS

A0.0.1 SITE DEVELOPMENT PLAN

A1.1.1 FLOOR PLAN -FIRST FLOOR

A1.1.2 REFLECTED CEILING PLAN - FIRST FLOOR

A1.1.3 FINISH AND FIXTURE PLAN - FIRST FLOOR

A1.2.1 FLOOR PLAN - SECOND FLOOR

A1.2.2 REFLECTED CEILING PLAN - SECOND FLOOR

A1.2.3 FINISH AND FIXTURE PLAN - SECOND FLOOR

A2.0.1 PARTIAL EXTERIOR ELEVATIONS

A2.0.2 PARTIAL EXTERIOR WAREHOUSE ELEVATIONS

A3.0.1 BUILDING SECTIONS AND EXTERIOR PLAN DETAILS

A3.0.2 BUILDING SECTIONS AND EXTERIOR PLAN DETAILS

A4.0.1 EXTERIOR WALL SECTIONS AND DETAILS

A4.0.2 EXTERIOR WALL SECTIONS AND DETAILS

A4.0.3 EXTERIOR WALL SECTIONS AND DETAILS

A4.0.4 EXTERIOR WAREHOUSE WALL SECTIONS & DETAILS

A4.0.5 EXTERIOR WAREHOUSE WALL SECTIONS & DETAILS

A5.0.1 PARTITION TYPES & CEILING DETAILS

A5.0.2 METAL STUDS FRAMING DETAILS

A5.1.1 STAIR AND RAILING DETAILS

A6.0.1 INTERIOR ELEVATIONS

A6.0.2 INTERIOR ELEVATIONS

A7.0.1 CABINET DETAILS AND MISC. INTERIOR DETAILS

A8.0.1 DOOR SCHEDULE AND DETAILS

A8.1.1 ROOM FIN. & WINDOW SCHEDULES & PLAN DETAILS

FA1.0.1 FIRE ALARM SYSTEM PLAN

ARCHITECTURAL LEGEND

ARCHITECTURAL DEMOLITION SHEETS

D1.0.1 DEMOLITION PLANS

D1.1.1 DEMOLITION ELEVATIONS

MECHANICAL SHEETS

MD1.1.1 MECHANICAL DEMOLITION PLAN - FIRST FLOOR

MD1.2.1 MECHANICAL DEMOLITION PLAN - SECOND FLOOR

M0.0.1 MECHANICAL LEGEND AND NOTES

M1.1.1 MECHANICAL PLAN - FIRST FLOOR

M1.2.1 MECHANICAL PLAN - SECOND FLOOR

M2.0.1 MECHANICAL DETAILS

M3.0.1 MECHANICAL SCHEDULE

ELECTRICAL SHEETS

ED1.1.1 ELECTRICAL DEMOLITION - FIRST FLOOR

ED1.2.1 ELECTRICAL DEMOLITION - SECOND FLOOR

E0.0.1 ELECTRICAL LEGEND AND NOTES

E1.1.1 LIGHTING PLAN - FIRST FLOOR

E1.1.2 POWER PLAN - FIRST FLOOR

E1.1.3 MECHANICAL POWER PLAN - FIRST FLOOR

E1.2.1 LIGHTING PLAN - SECOND FLOOR

E1.2.2 POWER PLAN - SECOND FLOOR

E1.2.3 MECHANICAL POWER PLAN - SECOND FLOOR

E2.0.1 ELECTRICAL DETAILS

E3.0.1 ELECTRICAL PANEL SCHEDULES

E4.0.1 ELECTRICAL ONE-LINE DIAGRAM

PLUMBING SHEETS

P0.0.1 PLUMBING LEGEND AND NOTES

P1.1.1 PLUMBING PLAN - FIRST FLOOR - WASTE & VENT

P1.1.2 PLUMBING PLAN - FIRST FLOOR - DOMESTIC WATER

P1.2.1 PLUMBING PLAN - SECOND FLOOR - WASTE & VENT

P1.2.2 PLUMBING PLAN - SECOND FLOOR - DOMESTIC WATER

P2.0.1 PLUMBING DETAILS

OPTIONS

S E

N S

E B

U T

U N

C L

A S

B U

R O

P E

O F

T H

E U

E D

T E

S G

O V

E R

N M

E N

T F

O R

O F

E U

S E

O N

D o n o t re m o ve t h is n o ti ce

P ro p er ly d es tr o y o r re tu rn d o cu m en ts w h en n o lo n g er n ee d ed

OPTION 01

BASE BID: REMOVE EXTERIOR LADDER AND SEND IT TO RECYCLING CENTER AND INSTALL

FIXED GALV. STEEL GUARD RAILING IN OPENING BETWEEN COLUMNS.

OPTION: REMOVE AND REFURBISH EXTERIOR LADDER FOR RE-INSTALLATION TO NEW

BALCONY.

OPTION 02

BASE BID: INSTALL PRE-FAB SHOWER PAN AND TILE WALLS FOR SECOND FLOOR SHOWER.

OPTION: INSTALL NEW PRE-FABRICATED 5' X 3' FIBERGLASS SHOWER UNIT INSTEAD OF TILE.

STRUCTURAL SHEETS

S1.0 STRUCTURAL GENERAL NOTES

S2.0 FIRST FLOOR FOUNDATION/FRAMING PLAN

S3.0 SECOND FLOOR FRAMING PLAN

S4.0 FOUNDATION SECTIONS

S5.0 FOUNDATION SECTIONS & DETAILS

LIFE SAFETY SHEETS

FA1.0.1 FIRE ALARM SYSTEM PLAN

FX1.0.1 SPRINKLER SYSTEM PLAN

15" MIN. 15" MIN.

M A

6" M

A X

30" MIN.

PLAN

6" MAX.

8" MIN.

9" M

M A

SECTION ELEVATION

M A

R E

F L

U R

M A

T O

B U

T T

O N

M A

SEE SECTION 606 OF ABAAS FOR ADDITIONAL REQUIREMENTS ON ACCESSIBLE LAVATORIES.

NOTES:

1) HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED

OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT.

EQUIPMENT

PERMITTED IN

SHADED AREA

MIRROR MIRROR

SOAP

DISP.

FORWARD REACH MAXIMUM FRONT

REACH OVER AN

OBSTACLE

F O

R H

O R

N T

A L

R E

A C

ACCESSIBLE

COUNTER

ACCESSIBLE

COUNTER

ELEVATION

SIDE REACH

PLAN

HIGH & LOW

SIDE REACH

MAXIMUM SIDE

REACH OVER AN

OBSTACLE

4' - 0"

2' - 6" MIN.

M A

"4'

M A

25"MAX.

>20" TO

10" MAX.

A X

M A

>10" - 24" MAX.

10" MAX.

2' - 6"

EDGE OF TOP

CLEAR FLOOR

SPACE

CLEAR

FLOOR

SPACE

CLEAR FLOOR

SPACE

17" TO 19"

48" MIN. 6" MAX.8" MIN.

9" M

M A

PLAN SIDE ELEVATION

SEE SECTION 602 OF ABAS FOR ADDITIONAL REQUIREMENTS ON DRINKING FOUNTAINS.

NOTES:

1) IF DRINKING FOUNTAIN IS MOUNTED

MORE THAN 27" A.F.F THE LEADING

EDGE OF THE DRINKING FOUNTAIN CAN

PROTRUDE A MAXIMUM OF 4" INTO

WALKS, CORRIDORS, PASSAGEWAYS,

HALLS OR AISLES.

2) BOTH HEIGHTS MUST BE PROVIDED.

11" MIN.

3" S

T A

N D

T O

S P

O U

T O

U T

SKIRT REQUIRED

WHERE MOUNT IS IN

ACCESSIBLE ROUTE

BI-LEVEL DRINKING

FOUNTAIN- OPTION A

2 SEPARATE DRINKING

FOUNTAINS- OPTION B

M A

S T

A N

T O

M A

S T

A N

T O

15" MIN. 15" MIN.

M A

6" M

A X

30" MIN.

9" M

M A

BOTTOM EDGE OF

PIPING SHIELD BEYOND

WHERE APPLICABLE

ACCESSIBLE

LAVATORY

AND FITTINGS

PLAN ELEVATION SECTION A

6" MAX.

11" MIN.

19" MAX.

9" M

8" MIN.

5" M

A X

.25" MAX.

PIPING SHIELD

AT KNEESPACE

AS REQUIRED

ELSEWHERE

SEE SECTION 606 OF ABAS FOR ADDITIONAL REQUIREMENTS ON ACCESSIBLE COUNTERTOP LAVATORIES.

NOTES:

1) SEE PLANS FOR NUMBER AND LAYOUT OF LAVATORIES.

2) SEE MILLWORK DETAILS FOR COUNTERTOP CONSTRUCTION.

3) 34" MAX. HEIGHT TO FLOOD LEVEL/ RIM HEIGHT OF BOWL WHERE BOWL/LAV SITS IN COUNTER.

4) 34" MAX. COUNTER HEIGHT WHERE UNDER MOUNT OR WALL HUNG IS INSTALLED.

30"x48"

CLEAR

FLOOR

SPACE

S E

C T

SOAP

DISP.

T O

C O

N T

R O

L S

M A

SOAP DISP. MIRROR

S U

R F

A C

M A

T O

R E

C T

MIRROR

NOTES:

1) SEE PLANS FOR NUMBER AND LAYOUT OF STALLS.

2) THE REAR GRAB BAR SHALL BE PERMITTED TO 24" (610 MM) LONG MINIMUM, CENTERED ON

THE WATER CLOSET, WHERE WALL SPACE DOES NOT PERMIT A LENGTH OF 36" (915 MM)

MINIMUM DUE TO THE LOCATION OF A RECESSED FIXTURE ADJACENT TO THE WATER CLOSET.

3' - 0"

1' - 0" MIN.

T O

FINISH

FLOOR

TYPICAL STALL FRONT ELEVATON

1' - 0" MAX 3' - 6" MIN

T O

FINISH

FLOOR

TYPICAL STALL SIDE ELEVATION

SEE SECTION 604 OF ABAAS FOR ADDITIONAL REQUIREMENTS ON ACCESSIBLE STALLS.

GRAB BAR

T O

16" MIN. TO 18" MAX.

9" MAX.

7" TO

54" MIN

FINISH FLOOR

ACCESSORY KEY

NOTE AND TYPE

M A

REF. PLANS

GRAB BAR TOILET TISSUE

DISPENSER

SANITARY NAPKIN

DISPOSAL

SANITARY NAPKIN

DISPENSER

COUNTER MTD.

SOAP DISPENSER

SURFACE MTD.

SOAP DISPENSER

UNFRAMED

MIRROR

FRAMED

MIRROR

HAND

DRYER

TOILET SEAT

COVER DISPENSER

VENDING

MACHINE

TOWEL DISPENSER

/WASTE RECEPT.

DIAPER CHANGING

STATION

D V

R Y

M A

R E

F L

E C

E S

U R

F A

C E

S U

R F

A C

M A

T O

R E

F L

E C

B U

T T

O N

T O

C O

T O

O P

E N

T O

C O

U N

T E

M A

C L

A E

R A

N C

N E

B U

T T

O N

T O

O F

L A

T O

C O

M A

T O

M A

NOTE: LOCATE

DISPENSER SO END

OF SPOUT IS OVER

SINK

REFER TO INTERIOR

ELEVATIONS OR SPECS

FOR MIRROR DIMENSIONS

NOTE: FLOORS WITHIN ACCESSIBLE RESTROOMS MUST NOT EXCEED 2% (1:48) SLOPE IN ANY DIRECTION

NOTE: ONLY WHERE

FORWARD REACH IS

UNOBSTRUCTED

NOTE: ONLY WHERE

FORWARD REACH IS

UNOBSTRUCTED

T O

O U

T O

P O

F L

A V

TOP OF BAR

M A

SHOWER SIZES AND CLEARANCES

5' - 0" MIN.

CLEAR

FLOOR

SPACE 2'

E W

A L L

BACK

STANDARD ROLL-IN SHOWER

WITHOUT SEAT

STANDARD ROLL-IN SHOWER

WITH SEAT

5' - 0" MIN.

CLEAR

FLOOR

SPACE 2'

E W

A L L

BACK

CONTROL WALL

CONTROL

AREA

M A

CAN BE LOCATED

ON ANY WALL OF

THE SHOWER

BACK WALL

CONTROL

AREA

M A

STANDARD ROLL-IN SHOWER

WITHOUT SEAT

STANDARD ROLL-IN SHOWER

WITH SEAT

MAX.

2' - 3"

MEN'S AND WOMEN'S SIGNAGE - SIGN TYPE 'A'

FOR WOMAN/ MAN

INTERNATIONAL

SYMBOL (BLUE)

PAINT FILLED

DEMARCATION

(LIGHT GRAY)

5/8" RAISED TEXT

(BLUE)

GRADE II BRAILLE

INTERNATIONAL SYMBOL OF ACCESSIBILITY

LOCATE AT:

- ALL FACILITIES AND ELEMENTS

THAT ARE REQUIRED TO BE

ACCESSIBLE.

- AT ALL AREAS FOR

EVACUATION ASSISTANCE.

- AT ALL ACCESSIBLE TOILET

AND BATHING FACILITIES.

DOOR SIGNAGE HEIGHT AND LOCATION

6" MIN.

6" M

WOMEN

8" M

8" MIN.

1/2" 1/2"

3/ 4"

6" M

B A

C K

G R

O U

N D

MAX. 18"

EQ EQ

T O

B R

8" M

M A

U M

H E

S T

T A

C T

L E

T T

E R

LOGO (BLUE)

BACKGROUND (WHITE)

0 4' 8' 1/4"=1'-0"

CHECKED BY

DRAWN BY

FLOOR NUMBER

SHEET TITLE

SHEET

NUMBER

SUBMISSION DATE

SUBMISSION STAGE

GSA PM

PROJECT NUMBER

PROJECT

DESCRIPTION

PROJECT TITLE

BUILDING NUMBER

CITY/ST./ZIP

ADDRESS

BUILDING NAME

PRIME CONTR. NO.

PRIME ORDER NO.

CONST. CONTR.

A/E

SUB A/E

CONST. CONTR. NO.

SHEET SIZE:

DATE DRAWN:

24 X 36

S H

E E

E N

C A

DISCIPLINE

P R

C T

N T

O N

B U

BIM FILE NAME

C O

A C

T O

R S

R E

C K

G R

A P

S C

C O

N S

A N

T S

P O

R S

E A

L D

E S

E R

N T

A T

O W

N E

E N

SHEET OF SHEETS

10000 RICHMOND 10000 RICHMOND 10000 RICHMOND 10000 RICHMOND

SUITE 100SUITE 100SUITE 100SUITE 100

HOUSTON, TEXAS HOUSTON, TEXAS HOUSTON, TEXAS HOUSTON, TEXAS

77042770427704277042

713713713713----629629629629----6100610061006100 www.pdgarchitects.comwww.pdgarchitects.comwww.pdgarchitects.comwww.pdgarchitects.com

PUBLIC BUILDING SERVICE - GREATER SOUTHWEST REGION

HALE BOGGS FEDERAL BUILDING

500 POYDRAS STREET - NEW ORLEANS - LA 70130

47PH0819D0048

47PH0522F0020

TO BE DETERMINED

PDG, INC. (dba PDG ARCHITECTS)

N/A

TO BE DETERMINED

LA9901ZZ

RENOVATION OF 2 FLOORS OF OFFICE SPACE IN BAYS

43, 44, AND 45 OF THE EXISTING WAREHOUSE

/1 /2

P M

G1.0.1

ABAAS INFORMATION

66518 BOGGS MARAD to DOT WAREHOUSE 2143350

100% DESIGN SUBMITTAL

OCTOBER 18, 2023

OCT 18, 2023RZ/JWB

Checker

LA9901 WHARF 3, BAY 43, 44, & 45

38 POLAND AVENUE, AND CHARTRES

NEW ORLEANS, BAYWATER DISTRICT, LOUISIANA

22002

PETER L LONGERICH

WHARF BERTH 3

GENERAL SERVICES

ADMINISTRATION REGION 7

OCT 18, 2023

S E

N S

E B

U T

U N

C L

A S

B U

R O

P E

O F

T H

E U

E D

T E

S G

O V

E R

N M

E N

T F

O R

O F

E U

S E

O N

D o n o t re m o ve t h is n o ti ce

P ro p er ly d es tr o y o r re tu rn d o cu m en ts w h en n o lo n g er n ee d ed

1/4" = 1'-0"

03WALL MOUNTED LAVATORY REQUIREMENTS

1/4" = 1'-0"

01REACH RANGES

1/4" = 1'-0"

02DRINKING FOUNTAIN REQUIREMENTS

1/4" = 1'-0"

04COUNTER MTD. LAV. REQUIREMENTS

1/4" = 1'-0" 05ADULT ACCESSIBLE TOILET STALL ELEVATIONS

1/4" = 1'-0" 06FIXTURE HEIGHT REQUIREMENTS

1/4" = 1'-0"

10SHOWER STALLS- UFAS

NTS

12SIGNAGE REQUIREMENTS

1.1 1.2

C.1

D.1

B.1

1 2

REMOVE ALL ELECTRICAL, MECHANICAL, SPRINKLER

SYSTEMS, PLUMBING AND FINISHES FROM AREA WITHIN

EXISTING PLASTER WALLS

REMOVE EXISTING ACOUSTICAL CEILING TILES, FURRING,

AND PLASTER CEILING LEAVING WOOD FLOOR JOISTS,

STEEL COLUMNS, AND BEAMS

REMOVE PORTION OF EXISTING

FLOORING AND DECKING AS

REQ'D. FOR NEW STAIRS

NOTE:

APPLY ONE HOUR SPARY

APPLIED FIREPROOFING

TO EXIST STEEL BEAMS

ONCE EXPOSED

NOTE:

APPLY ONE HOUR SPARY

APPLIED FIREPROOFING

TO EXIST STEEL BEAMS

ONCE EXPOSED

NOTE:

APPLY ONE HOUR SPARY

APPLIED FIREPROOFING

TO EXIST STEEL BEAMS

ONCE EXPOSED

1.1 1.2

C.1

D.1

B.1

1 2

REMOVE REMAINING

FURRING FROM TRUSSES

REMOVE REMAINING

WOOD FRAMING FROM

ABOVE PLASTER WALLS

REMOVE REMAINING

WOOD FRAMING FROM

ABOVE PLASTER WALLS

REMOVE ALL ELECTRICAL, MECHANICAL, SPRINKLER

SYSTEMS, PLUMBING AND FINISHES FROM AREA WITHIN

EXISTING PLASTER WALLS

1.1 1.2

C.1

D.1

B.1

1 2

EXISTING

LIFT STATION

TO REMAIN

REMOVE EXIST.

ELEC. PANELS &

CONDUITS

F A

C E

O F

E X

C O

N T

E R

T O

E R

E M

O V

E D

B Y

O T

H E

R S

REMOVE STEP

REMOVE STAIR

REMOVE STEPS

REMOVE ALL ELECTRICAL, MECHANICAL, SPRINKLER

SYSTEMS, PLUMBING AND FINISHES FROM AREA WITHIN

EXISTING PLASTER WALLS

REMOVE CEILING FINISHES AND PLASTER LEAVING WOOD

FLOOR JOISTS, STEEL COLUMNS, AND BEAMS

EXISTING DBL. CHECK

VALVE TO REMAIN

CUT NEW OPENING

03/ D1.1.1

04/ D1.1.1

EXISTING COLUMNS TO REMAIN

REMOVE & PATCH PAVING AS

NEEDED TO RE-ROUTE

DOWNSPOUT

REMOVE FENCING

REMOVE W.H.

REMOVE EXIST. PIPING, ELECTRICAL, &

OTHER UTILITIES FEEDING OFFICE

AREA AND CLEAN CHASE

REMOVE WOOD

STAIRS

16/ A6.0.1

1.1 1.21 2

REMOVE REMAINING

FINISHES FROM EXIST.

TRUSSES REMOVE EXIST.

WD. STAIRS

REMOVE INTERIOR

WALLS, DOORS,

SOFFITS, WALL AND

FLOOR FINISHES

03/ D1.1.1

04/ D1.1.1

REMOVE ALL ELECTRICAL, MECHANICAL, SPRINKLER

SYSTEMS, PLUMBING AND FINISHES FROM AREA WITHIN

EXISTING PLASTER WALLS

WOOD FLOORING TO REMAIN

REMOVE REMAINING

FINISHES FROM EXIST.

TRUSSES

EXISTING PLASTER WALL TO

REMAIN (PORTIONS ARE REMOVED

FOR NEW WINDOWS/DOORS)

EXISTING PLASTER WALL TO

REMAIN (PORTIONS ARE REMOVED

FOR NEW DOOR)

EXIST. STEEL STRUCT.

TO REMAIN - TYP.

EXIST. STEEL STRUCT.

TO REMAIN - TYP.

E X

S T

E R

W A

L L

O R

N S

A R

E R

E M

O V

N E

W D

O O

EXIST. FIRE SPRINKLER

LINE TO REMAIN

REMOVE PORTION OF EXISTING

FLOORING AND DECKING AS

REQ'D. FOR NEW STAIRS

12' - 3"

EXISTING PLASTER/METAL CHANNEL WALL TO REMAIN

EXISTING PARTITION TO BE DEMOLISHED

NEW PARTITION - REFER TO PARTITION TYPES

NEW INSULATED PARTITION - REFER TO PARTITION TYPES

WINDOW/STOREFRONT - REFER TO WINDOW SCHEDULE

NEW DOOR - REFER TO DOOR SCHEDULE

EXISTING DOOR TO REMAIN - REFER TO SCHEDULE

EXISTING DOOR TO BE REMOVED

MASONRY

0 8' 16' 1/8"=1'-0"

True North

Plan North

GENERAL NOTES

LEGEND

CHECKED BY

DRAWN BY

FLOOR NUMBER

SHEET TITLE

SHEET

NUMBER

SUBMISSION DATE

SUBMISSION STAGE

GSA PM

PROJECT NUMBER

PROJECT

DESCRIPTION

PROJECT TITLE

BUILDING NUMBER

CITY/ST./ZIP

ADDRESS

BUILDING NAME

PRIME CONTR. NO.

PRIME ORDER NO.

CONST. CONTR.

A/E

SUB A/E

CONST. CONTR. NO.

SHEET SIZE:

DATE DRAWN:

24 X 36

S H

E E

E N

C A

DISCIPLINE

P R

C T

N T

O N

B U

BIM FILE NAME

C O

A C

T O

R S

R E

C K

G R

A P

S C

C O

N S

A N

T S

P O

R S

E A

L D

E S

E R

N T

A T

O W

N E

E N

SHEET OF SHEETS

10000 RICHMOND 10000 RICHMOND 10000 RICHMOND 10000 RICHMOND

SUITE 100SUITE 100SUITE 100SUITE 100

HOUSTON, TEXAS HOUSTON, TEXAS HOUSTON, TEXAS HOUSTON, TEXAS

77042770427704277042

713713713713----629629629629----6100610061006100 www.pdgarchitects.comwww.pdgarchitects.comwww.pdgarchitects.comwww.pdgarchitects.com

PUBLIC BUILDING SERVICE - GREATER SOUTHWEST REGION

HALE BOGGS FEDERAL BUILDING

500 POYDRAS STREET - NEW ORLEANS - LA 70130

47PH0819D0048

47PH0522F0020

TO BE DETERMINED

PDG, INC. (dba PDG ARCHITECTS)

N/A

TO BE DETERMINED

LA9901ZZ

RENOVATION OF 2 FLOORS OF OFFICE SPACE IN BAYS

43, 44, AND 45 OF THE EXISTING WAREHOUSE

/1 /2

P M

D1.0.1

DEMOLITION PLANS

66518 BOGGS MARAD to DOT WAREHOUSE 2143350

100% DESIGN SUBMITTAL

OCTOBER 18, 2023

OCT 18, 2023RZ/JWB

Checker

LA9901 WHARF 3, BAY 43, 44, & 45

38 POLAND AVENUE, AND CHARTRES

NEW ORLEANS, BAYWATER DISTRICT, LOUISIANA

22002

PETER L LONGERICH

WHARF BERTH 3

GENERAL SERVICES

ADMINISTRATION REGION 7

OCT 18, 2023

S E

N S

E B

U T

U N

C L

A S

B U

R O

P E

O F

T H

E U

E D

T E

S G

O V

E R

N M

E N

T F

O R

O F

E U

S E

O N

D o n o t re m o ve t h is n o ti ce

P ro p er ly d es tr o y o r re tu rn d o cu m en ts w h en n o lo n g er n ee d ed

1/8" = 1'-0" 03DEMOLITION RCP - FIRST FLOOR

1/8" = 1'-0" 04DEMOLITION RCP - SECOND FLOOR

1/8" = 1'-0"

01DEMOLITION PLAN - FIRST FLOOR

1/8" = 1'-0"

02DEMOLITION PLAN - SECOND FLOOR

01. THE WAREHOUSE BUILDING WILL BE OCCUPIED DURING ALL PHASES OF

THE SELECTIVE DEMOLITION THE CONTRACTOR SHALL COORDINATE ALL

ACTIVITIES WITH THE BUILDING TENANTS REFER TO SPECIFICATIONS FOR

ADDITIONAL INFORMATION AND RESTRICTIONS.

02. REFER TO SHEET G-001 FOR GENERAL INFORMATION NOTES AND

ABBREVIATIONS.

03. PROTECT EXISTING FINISHES AND MATERIALS TO REMAIN.

04. PROVIDE TEMPORARY SUPPORTS, SHORING, OR BRACES AS REQUIRED

TO SECURE ELEMENTS TO REMAIN IN PLACE AND AS REQUIRED TO PROTECT

THOSE ELEMENTS.

05. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

06. CONTRACTOR SHALL CONTROL DUST DURING DEMOLITION ACTIVITIES.

07. REFER TO FLOOR PLANS FOR COORDINATION OF PARTITIONS AND

OTHER ITEMS TO REMAIN.

08. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND

COORDINATION OF STRUCTURAL WORK.

09. REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS AND

SPECS FOR INFORMATION AND COORDINATION OF M.E.P. WORK.

10. REFER TO ELECTRICAL DRAWINGS AND SPECS FOR TAG AND TRACE

EXERCISE PRIOR TO ALL WORK.

11. CONFIRM WITH GSA PM WHENEVER QUESTION ARISES FOR ANY ITEMS

TO BE SALVAGED OR REMOVED. REFER TO SPECS FOR LIST OF ITEMS TO BE

SALVAGED AND STORED.

12. IT IS THE INTENT OF THIS PROJECT THAT MOST OF THE DEMOLITION

WASTE IS TO BE RE-CYCLED AND NOT PLACED IN A LAND FILL. THE

FOLLOWING MINIMUM ITEMS SHALL BE RE-CYCLED:

• STEEL

• CONCRETE

• WOOD

• PACKAGING MATERIALS (I.E. CARDBOARD, PALLETS)

• STEEL WINDOWS

• GLASS

• GYPSUM BOARD

• PLUMBING FIXTURES

• COPPER WIRE

FIRST FLOOR

SECOND FLOOR

10' - 1 1/2"

1.11.2 12

WAREHOUSE

-5 1/2"

BOT. TRUSSES

17' - 1 1/2"

REMOVE PORTION

OF MTL. SIDING

REMOVE FENCING

CUT OPENING INTO EXTERIOR

CONCRETE TILT WALL FOR

NEW EXIT W/ BRICK RETURN

CUT OPENING INTO INTERIOR

PLASTER WALL FOR NEW DOOR

EXISTING FIRE SPRINKLER

LINE TO REMAIN

EXISTING MTL. SIDING

TO REMAIN

FIRST FLOOR

SECOND FLOOR

10' - 1 1/2"

C.1 D D.1B.1B EC

WAREHOUSE

-5 1/2"

BOT. TRUSSES

17' - 1 1/2"

REMOVE DOOR

REMOVE PORTIONS OF

EXIST. WALL FOR NEW

WINDOWS

REMOVE EXIST. WINDOWS-

TYPICAL OF 8-

SALVAGE THE BEST 3

WINDOWS FOR RE-

INSTALLATION ON THE

INTERIOR

REMOVE PORTIONS OF

EXIST. WALL FOR NEW

STOREFRONT

EXISTING ROOF STRUCTURE

TO REMAIN

EXISTING TRUSS

STRUCTURE TO REMAIN

REMOVE STAIR AND

SUPPORTS- STAIR TO BE

RECONFIGURED AND RE-

USED PER OPTION 1

REMOVE EXTERIOR METAL SIDING AND FIBERGLASS

PANELS FROM EXTERIOR FACE OF BUILDING

EXIST. O.H. DOOR TO

REMAIN

EXIST. MTL. AND FIBERGLASS

PANELS TO REMAIN

REMOVE FENCEREMOVE FENCING

EXIST. MAN DOOR TO REMAIN

2' - 0" TO O.H. DOOR

EXIST. MTL. AND FIBERGLASS

PANELS TO REMAIN

FIRST FLOOR

SECOND FLOOR

10' - 1 1/2"

C.1DD.1 B.1 BE C

WAREHOUSE

-5 1/2"

BOT. TRUSSES

17' - 1 1/2"

EXISTING FIRE SPRINKLER

LINE TO REMAIN

NOTE: EXISTING WINDOWS COULD

NOT BE FIELD VERIFIED AND ARE

SHOWN IN THEIR APPROXIMATE

LOCATION AND SIZE ON THIS

ELEVATION

REMOVE PORTIONS OF

EXIST. PLASTER WALL FOR

NEW WINDOWS- TYP.

REMOVE PORTION

OF PLASTER WALL

FOR NEW DOOR

EXISTING ROOF STRUCTURE

TO REMAIN

EXISTING PLASTER

WALL STUDS & TRUSS

TO STRUCT. TO REMAIN

EXISTING STEEL

STRUCTURE TO REMAIN

FIRST FLOOR

SECOND FLOOR

10' - 1 1/2"

1.1 1.2 2

WAREHOUSE

-5 1/2"

BOT. TRUSSES

17' - 1 1/2"

EXST. FIRE SPRINKLER

LINE TO REMAIN

REMOVE DOOR

REMOVE PORTIONS OF

EXIST. PLASTER WALL FOR

NEW WINDOWS

REMOVE EXIST. WINDOWS-

TYPICAL OF 5

REMOVE PORTIONS OF

EXIST. PLASTER WALL FOR

NEW WINDOWS- TYP.

REMOVE PORTION OF PLASTER

WALL FOR NEW DOOR

EXISTING ROOF STRUCTURE

TO REMAIN

EXISTING PLASTER WALL STUDS

TO STRUCTURE TO REMAIN

INSTALL NEW PLASTER WALL

HEADER SUPPORTS AT NEW

WINDOW OPENINGS

0 8' 16' 1/8"=1'-0"

CHECKED BY

DRAWN BY

FLOOR NUMBER

SHEET TITLE

SHEET

NUMBER

SUBMISSION DATE

SUBMISSION STAGE

GSA PM

PROJECT NUMBER

PROJECT

DESCRIPTION

PROJECT TITLE

BUILDING NUMBER

CITY/ST./ZIP

ADDRESS

BUILDING NAME

PRIME CONTR. NO.

PRIME ORDER NO.

CONST. CONTR.

A/E

SUB A/E

CONST. CONTR. NO.

SHEET SIZE:

DATE DRAWN:

24 X 36

S H

E E

E N

C A

DISCIPLINE

P R

C T

N T

O N

B U

BIM FILE NAME

C O

A C

T O

R S

R E

C K

G R

A P

S C

C O

N S

A N

T S

P O

R S

E A

L D

E S

E R

N T

A T

O W

N E

E N

SHEET OF SHEETS

10000 RICHMOND 10000 RICHMOND 10000 RICHMOND 10000 RICHMOND

SUITE 100SUITE 100SUITE 100SUITE 100

HOUSTON, TEXAS HOUSTON, TEXAS HOUSTON, TEXAS HOUSTON, TEXAS

77042770427704277042

713713713713----629629629629----6100610061006100 www.pdgarchitects.comwww.pdgarchitects.comwww.pdgarchitects.comwww.pdgarchitects.com

PUBLIC BUILDING SERVICE - GREATER SOUTHWEST REGION

HALE BOGGS FEDERAL BUILDING

500 POYDRAS STREET - NEW ORLEANS - LA 70130

47PH0819D0048

47PH0522F0020

TO BE DETERMINED

PDG, INC. (dba PDG ARCHITECTS)

N/A

TO BE DETERMINED

LA9901ZZ

RENOVATION OF 2 FLOORS OF OFFICE SPACE IN BAYS

43, 44, AND 45 OF THE EXISTING WAREHOUSE

/1 /2

P M

D1.1.1

DEMOLITION ELEVATIONS

66518 BOGGS MARAD to DOT WAREHOUSE 2143350

100% DESIGN SUBMITTAL

OCTOBER 18, 2023

OCT 18, 2023RZ/JWB

Checker

LA9901 WHARF 3, BAY 43, 44, & 45

38 POLAND AVENUE, AND CHARTRES

NEW ORLEANS, BAYWATER DISTRICT, LOUISIANA

22002

PETER L LONGERICH

WHARF BERTH 3

GENERAL SERVICES

ADMINISTRATION REGION 7

OCT 18, 2023

S E

N S

E B

U T

U N

C L

A S

B U

R O

P E

O F

T H

E U

E D

T E

S G

O V

E R

N M

E N

T F

O R

O F

E U

S E

O N

D o n o t re m o ve t h is n o ti ce

P ro p er ly d es tr o y o r re tu rn d o cu m en ts w h en n o lo n g er n ee d ed

1/8" = 1'-0"

03DEMOLITION ELEVATION - EAST

1/8" = 1'-0"

01DEMOLITION ELEVATION - NORTH

1/8" = 1'-0"

05DEMOLITION ELEVATION - SOUTH

1/8" = 1'-0"

04DEMOLITION ELEVATION - WEST

GENERAL PROJECT NOTES

1. THESE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO, MEANS AND METHODS, BRACING, SHORING, FORMS, SCAFFOLDING, GUYING OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER OR

STRUCTURAL OBSERVERS SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS.

2. TYPICAL DETAILS AND NOTES ON THESE SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. ALL WORK, MATERIALS AND CONSTRUCTION SHALL COMPLY WITH ALL

APPLICABLE BUILDING CODES, REGULATIONS AND SAFETY REQUIREMENTS.

3. THE CONTRACTOR SHALL INFORM THE ENGINEER IN WRITING DURING THE BIDDING PERIOD OF ANY DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS. UPON RECEIPT OF

SUCH INFORMATION THE ENGINEER WILL SEND WRITTEN INSTRUCTIONS TO ALL CONCERNED.

4. FOR CLARITY, ALL OPENINGS MAY NOT BE SHOWN ON DRAWINGS. SEE ALSO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING PLANS. ALL OPENINGS AND PENETRATIONS SHALL BE LOCATED AND VERIFIED BY ALL TRADES FROM DRAWINGS MADE BY THEM. CONTRACTOR SHALL NOT PROCEED WITH ANY WORK SHOWN ON DRAWINGS IF IN CONFLICT UNTIL RECEIVING CLARIFICATION FROM ARCHITECT. FOR

FRAMING AT OPENINGS, SEE TYPICAL STRUCTURAL DETAILS.

5. ALL DIMENSIONS AND ELEVATIONS SHOWN ON STRUCTURAL DRAWINGS SHALL BE VERIFIED WITH ARCHITECTURAL DRAWINGS AND EXISTING CONDITIONS. RESOLVE ALL DISCREPANCIES WITH ARCHITECT

PRIOR TO START OF CONSTRUCTION. DO NOT SCALE DRAWINGS.

6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS AND ELEVATIONS AT THE JOB SITE DURING CONSTRUCTION AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE

PROCEEDING WITH ANY WORK INVOLVED.

7. NO STRUCTURAL CHANGE FROM THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE IN THE FIELD UNLESS WRITTEN APPROVAL IS OBTAINED PRIOR TO MAKING SUCH CHANGE. CHANGES WITHOUT THE WRITTEN APPROVAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONDITION SHALL BE

REPAIRED OR REPLACED AS DIRECTED.

8. THE MECHANICAL CONTRACTOR SHALL COORDINATE INSTALLATION OF THE REQUIRED INSERTS WITH THE GENERAL CONTRACTOR. REFER TO MECHANICAL DRAWINGS FOR SUPPORT STRUCTURES AND INSERTS.

9. THE MECHANICAL CONTRACTOR SHALL FURNISH ALL NECESSARY STRUCTURES FOR MECHANICAL EQUIPMENT, HANGING DEVICES AND INSERTS FOR INSTALLATION OF MECHANICAL EQUIPMENT. ALL MECHANICAL EQUIPMENT LOADS SHALL BE SENT TO THE ARCHITECT FOR THE STRUCTURAL ENGINEER TO

REVIEW TO VERIFY LOADING PRIOR TO INSTALLATION.

10. DESIGN LOADS AND OTHER PERTINENT DESIGN INFORMATION:

A. BUILDING CODE: INTERNATIONAL BUILDING CODE 2021 / ASCE 7

B. FLOOR LIVE LOADS:

B.A. LOBBIES AND FIRST FLOOR CORRIDORS 100 PSF

B.B. OFFICES 50 PSF

B.C. CORRIDORS ABOVE FIRST FLOOR 80 PSF

B.D. STAIRS AND EXITWAYS 100 PSF

C. ROOF LIVE LOAD

C.A. ROOF 20 PSF

D. WIND LOAD

D.A. BASIC WIND SPEED 145 MPH

D.B. OCCUPANCY CATEGORY II

D.C. WIND EXPOSURE CATEGORY C

D.D. INTERNAL PRESSURE COEFFICIENT +/-0.18

E. SEISMIC LOADS

E.A. PER IBC 2021

GENERAL NOTES

1. EXISTING CONDITIONS: ALL DIMENSIONS AND CONDITIONS TYING INTO OR GOVERNED BY EXISTING CONSTRUCTION ARE APPROXIMATE AND ARE NOT PURPORTED TO BE CORRECT. ALL SUCH CONDITIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AS PART OF THE CONTRACT AND PRIOR TO THE PREPARATION OF SHOP DRAWINGS OR ORDERING OF ANY MATERIALS. THE FIRST SUBMITTAL OF SHOP DRAWINGS MUST CONTAIN CORRECT/VERIFIED CONDITIONS AND DIMENSIONS OBTAINED FROM THE FIELD BY THE CONTRACTOR. IF CONDITIONS AND DIMENSIONS VARY GREATLY FROM THOSE SHOWN, THE

CONTRACTOR SHALL NOTIFY THE ARCHITECT BEFORE PREPARATION OF SHOP DRAWINGS OR

PROCEEDING WITH CONSTRUCTION.

2. EXISTING UTILITIES: IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES PRIOR

TO ANY CONSTRUCTION OR FABRICATION. ANY CONFLICTS OR POTENTIAL CONFLICTS SHALL

IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT.

3. SHORING AND BRACING: SHORE AND BRACE ALL EXISTING FRAMING AND NEW CONSTRUCTION IN ORDER TO ACCOMPLISH THE WORK SHOWN ON THE DRAWINGS. SHORING DESIGN IS BY THE CONTRACTOR. THE CONTRACTOR IS TO ENSURE THE STRUCTURE IS STABLE THROUGHOUT THE ENTIRE CONTRACT TERM.

THE STRUCTURAL DESIGN IS BASED ON A FINAL COMPLETE STRUCTURE AND IT IS THE CONTRACTOR RESPONSIBILITY TO SHORE AND BRACE AS REQUIRED UNTIL THE STRUCTURE IS COMPLETE AND ALL

CONTRACT ITEMS ARE IN PLACE.

4. DEMOLITION OF EXISTING CONSTRUCTION: THE CONTRACTOR SHALL NOT DAMAGE /DEMOLISH ANY EXISTING CONSTRUCTION THAT IS NOT NOTED TO BE DEMOLISHED UNLESS DIRECTED OTHERWISE BY THE ARCHITECT. THE EXISTING WHARF STRUCTURE SHALL NOT BE DAMAGED AND SHALL BE PROTECTED

THROUGHOUT THE COURSE OF CONSTRUCTION.

5. DEMOLITION &/OR CUTTING OF CONCRETE FLOOR OR WALL CONSTRUCTION: PRIOR TO ANY CUTTING OF

THE CONCRETE FLOOR SLAB OR THE CONCRETE WALL, THE CONTRACTOR SHALL DETERMINE THE

LOCATION OF UTILITIES IN THE AREA OF WORK. IT IS THE CONTRACTORS RESPONSIBILITY TO CONDUCT A SURVEY OF THE AREA FOR LOCATING EXISTING UNDERSLAB (OR IN SLAB/WALL) UTILITIES. THE CONTRACTOR SHALL VERIFY LOCATION BY CAREFULLY CHIPPING THE SLAB AND/OR WALL(S) TO EXPOSE THE UTILITY. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FRO DAMAGE TO ANY UTILITIES ENCOUNTERED DURING THE COURSE OF THE SPECIFIED WORK. SHOULD LOCATIONS OF EXISTING

UTILITIES HINDER THE WORK, CONTACT THE ARCHITECT PRIOR TO PROCEEDING.

6. DRILLING HOLES FOR ANCHORS/RESTEEL AND CORING HOLES IN EXISTING CONCRETE:

· PRIOR TO DRILLING OR CORING HOLES, THE CONTRACTOR SHALL LOCATE EXISTING REINFORCING STEEL, POST-TENSIONING, CONDUIT, PIPING, BEAMS, GIRDERS, ETC. IN THE AREA WHERE NEW HOLES ARE TO BE INSTALLED THROUGH NON-DESTRUCTIVE TESTING SUCH AS WITH AN X-RAY, RADAR, OR OTHER NON-

DESTRUCTIVE DEVICES.

· MARK THE LOCATION OF ALL REINFORCING STEEL, POST-TENSIONING, CONDUIT PIPING, AND OTHER EXISTING INTERFERENCES ON THE SURFACE OF THE SLAB. EXISTING WHARF CONSTRUCTION IS UNKNOWN AND NO CORING OR CHIPPING WILL BE ALLOWED UNTIL THE AREAS TO BE CHIPPED OR CORED

ARE INVESTIGATED AND THE RESULTS REPORTED TO THE ARCHITECT VIA A SKETCH AND SITE

INSPECTION.

· IF NEW HOLE LOCATIONS CONFLICT WITH EXISTING REINFORCING, POST-TENSIONING, CONDUIT, PIPING, BEAMS, ETC., THE CONTRACTOR SHALL NOTIFY THE ENGINEER BEFORE INSTALLING THE HOLES.

· VERIFY NO CONFLICTS EXIST AT NEW HOLE LOCATIONS BY SMALL DRILLED PILOT HOLES IF DIRECTED AFTER INVESTIGATION OF AREA. IF NO CONFLICT EXIST, COMPLETE THE INSTALLATION. IN THE CASE OF STEEL TO BE FASTENED TO THE CONCRETE WITH MULTIPLE ANCHORS, FABRICATE , FROM A FIELD TEMPLATE, THE STEEL TO BE FASTENED TO THE CONCRETE BY THE ANCHORS AND COMPLETE THE

INSTALLATION.

· WHEN INSTALLING NEW HOLES, CARE SHALL BE EXERCISED SO AS NOT TO NICK OR CUT EXISTING REINFORCING STEEL, POST-TENSIONING, CONDUIT, PIPING, ETC. UNLESS A SPECIAL DETAIL IS ISSUED BY

THE EOR BASED OF FOUND UNKNOWN CONDITIONS OR DETAILS ISSUED WITH THE PLANS.

7. DAMAGE TO EXISTING CONSTRUCTION: ALL WORK SHALL BE DONE IN A MANNER WHICH WILL NOT

DAMAGE ADJACENT EXISTING CONSTRUCTION, WHICH IS TO REMAIN.

8. PATCHING MATERIALS AND INSTALLATION: ALL MATERIALS USED FOR PATCHING SHALL MATCH EXISTING MATERIALS IN APPEARANCE AND QUALITY STANDARDS OF CURRENT CODE. WORKMANSHIP SHALL BE IN

CONFORMANCE WITH TODAY'S STANDARDS.

9. CONCRETE:

A. ACI 301, LATEST EDITION

B. NORMAL WEIGHT CONCRETE: 150 PCF

C. COMPRESSIVE STRENGTH AT 28 DAYS: ALL CONCRETE - 4000 PSI

10. REINFORCING STEEL:

A. BARS: ASTM A615, GRADE 60

B. WELDED WIRE MESH: ASTM A185

C. SUPPORT BARS AND MESH WITHE CONTINUOUS METAL CHAIRS SPACED PER ACI REQUIREMENTS.

11. REINFORCING CLEARANCES REQUIRED ARE AS FOLLOWS: ACI 117 STANDARDS. UNLESS SPECIFICALLY

NOTED OR SHOWN ON THE DRAWINGS, REINFORCING CLEARANCES SHALL BE AS FOLLOWS:

A. SLABS/RAMPS/LANDINGS: 3/4" CLEAR TOP & 1" CLEAR BOTTOM FORMED (ON TOP OF EXISTING CONCRETE)

GENERAL NOTES (CONTINUED)

12. CONDUIT AND PIPES EMBEDDED IN CONCRETE:

A. CONDUITS, PIPES, AND SLEEVES OF ANY MATERIAL NOT HARMFUL TO CONCRETE SHALL BE PERMITTED TO BE

EMBEDDED IN CONCRETE WITH APPROVAL OF THE ENGINEER, PROVIDED THAT REGULATIONS ARE

FOLLOWED AS OUTLINED IN THE APPLICABLE ACI CODES.

B. CONDUITS, PIPES, AND SLEEVES PASSING THROUGH A SLAB OR BEAM SHALL NOT IMPAIR THE STRENGTH

OF CONSTRUCTION AS DETERMINED BY THE ENGINEER.

C. SINGLE CONDUITS AND PIPES OR INTERSECTING CONDUITS AND PIPES SHALL NOT OCCUPY MORE THAN 1 1/2" OF SLAB THICKNESS AND 1/3 THE OVERALL THICKNESS OF BEAMS IN WHICH THEY ARE EMBEDDED, AND THEY SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS OR WIDTHS ON CENTER. ANY CONDUIT OR PIPE LARGER SHALL BE LOWER THAN THE RESPECTIVE SLAB/FLATWORK, BEAM, ETC. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL, A DIAGRAM DEPICTING THE HOME RUNS OF CONDUIT TO PANELS, TYPICAL PRIOR TO

FORMING CONCRETE OR INSTALLING CONDUIT.

D. IT WILL NOT BE PERMITTED TO CUT, BEND, OR DISPLACE THE REINFORCING STEEL FROM IT'S PROPER

LOCATION.

E. COORDINATION MUST BE MADE BY THE CONTRACTOR AT HIS/HER EXPENSE TO FOLLOW THE ABOVE

GUIDELINES.

13. STRUCTURAL STEEL:

A. A.I.S.C. SPECIFICATIONS; STEEL CONSTRUCTION MANUAL, LATEST EDITION; ALL WIDE FLANGE SHAPES ASTM

A992 GRADE 50, ALL MISCELLANEOUS SHAPES A36, HSS SHAPES ASTM A500 GRADE B Fy=46 ksi, STEEL PIPE

ASTM A53 GRADE B Fy=35 ksi; HIGH STRENGTH BOLTS A325, 3/4"∅ MIN. UON; ANCHOR RODS AND BOLTS

ASTM F1554 GRADE 36 UON. AUTOMATICALLY END WELDED SHEAR CONNECTORS (A.E.W.S.C.) AS

MANUFACTURED BY NELSON STUD OR EQUAL; E-70 ELECTRODES.

B. ALL BEAM CONNECTIONS SHALL BE A.I.S.C. STANDARD FRAMED CONNECTIONS. SHOP CONNECTIONS SHALL

BE WELDED. FIELD CONNECTIONS SHALL BE BOLTED, EXCEPT CONNECTIONS TO EXISTING

CONSTRUCTION SHALL BE WELDED. CONNECTION NOT SCHEDULED OR DETAILED OTHERWISE TO BE DESIGNED FOR 55% UNIFORM LOAD BEAM CAPACITY FOR PROPER BEAM SPAN AND 70% UNIFORM LOAD BEAM

CAPACITY FOR PROPER BEAM SPAN FOR COMPOSITE BEAMS.

C. ALL STRUCTURAL STEEL ITEMS AND RESPECTIVE ANCHORS AND FASTENERS AND FASTENERS

PERMANENTLY EXPOSED TO WEATHER SHALL BE HOT DIP GALVANIZED AFTER FABRICATION IN

ACCORDANCE WITH ASTM A123. PROVIDE VENT HOLES AS REQUIRED. TOUCH UP ALL DAMAGED COATING

WITH STICK GALVANIZING. SEE ARCHITECT FOR PAINTING.

14. COLD FORMED METAL FRAMING: MEMBERS DESIGNATED SUCH AS 800S162-43, ETC ARE COLD FORMED METAL FRAMING MEMBERS. INSTALL, CONNECT, PROVIDE BRIDGING, ETC. IN ACCORDANCE WITH MANUFACTURES RECOMMENDATIONS. ALL MATERIAL 18 GAUGE OR THINNER TO BE 33 ksi. ALL MATERIAL GREATER THAN 18 GAUGE SHALL BE 50 ksi UON. IF ONLY LIGHT GAUGE SIZE OR DEPTH IS CALLED OFF ON THE PLANS THE CONTRACTOR SHALL PROVIDE DELEGATED DESIGN FOR ALL LIGHT GAUGE CONSTRUCTION TO MEET CURRENT CODE REQUIREMENTS AND PROVIDE SIGNED AND SEALED CALCULATIONS BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF THE PROJECT AS A SHOP DRAWING SUBMITTAL PRIOR TO CONSTRUCTION OR

ORDERING OF MATERIALS.

· ALL COLD-FORMED METAL STEEL CONSTRUCTION AND DESIGN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION WITH THE AMERICAN IRON AND STEEL INSTITUTE "COLD-FORMED STEEL DESIGN MANUAL".

· STUDS SHALL NOT BE SPLICED. STUDS SHALL FIT SECURELY INTO TOP AND BOTTOM WITH THE END OF THE STUD POSITIONED AGAINST THE INSIDE TRACK WEB. WEB CUTOUTS ARE NOT PERMITTED WITHIN 12" OF EITHER END OF STUDS OR LINTELS. ALL FRAMING MEMBERS SHALL BE CUT SQUARELY OR AT AN ANGLE AS REQUIRED, TO FIT SECURELY AGAINST ABUTTING MEMBERS. ATTACHMENT OF COMPONENTS SHALL BE ACCOMPLISHED BY

WELDING, UNLESS OTHERWISE NOTED ON PLANS.

· TRACKS SHALL BE ANCHORED TO THE SUPPORTING STRUCTURE TO TRANSFER IMPOSED LOADS. COMPLETE, UNIFORM, AND LEVEL SUPPORT.

· IN WALLS. ALL TRACK BUTT JOINTS, EXCEPT FOUNDATION LEVEL, SHALL BE FULLY BUTT WELDED TOGETHER.

· ALL LOAD BEARING JOISTS AND UPPER LEVEL LOAD BEARING STUDS SHALL BE DIRECTLY ALIGNED OVER LOAD

BEARING STUD(S) BELOW, UNLESS OTHERWISE NOTED OR DETAILED.

· PROVIDE LATERAL SUPPORT BRACING PER MANUFACTURER'S DIRECTIONS. UNLESS GIVEN MORE STRINGENT REQUIREMENTS BY MANUFACTURER, PROVIDE CHANNEL BRIDGING IN CONTINUOUS ROWS AT MAX 4' OC CLIPPED TO EVERY STUD. BRACE/CLIP ALL NEW WALLS BACK TO EXISTING ABUTTING WALL. NEW INDEPENDENT WALLS SHALL BE BRACED TO THE CEILING OR FLOOR DECK. PROVIDE DTC DEFLECTION CLIPS IF BRACED TO

THE FLOOR OR CEILING DECKS.

· SPLICES OR CUTOUTS IN THE FLANGES OF BEARING WALL STUDS OR JOISTS ARE PROHIBITED. BEARING WALL

STUDS AND JOISTS SHALL RUN FULL SPAN WITHOUT SPLICE

· ALL MATERIAL LESS THAN 43 MILS IN THICKNESS SHALL CONFORM TO ASTM A653 WITH G60 GALVANIZED

COATING AND MINIMUM YIELD STRENGTH OF 33KSI.

· ALL MATERIAL 54 MILS OR GREATER IN THICKNESS SHALL CONFORM TO ASTM A653 WITH G60 GALVANIZED

COATING AND MINIMUM YIELD STRENGTH OF 50KSI.

· ALL SCREWS SHALL BE ZINC COATED AND MAINTAIN MINIMUM CLEARANCE OF 3/4". CATALOG DATA ON SCREW HEAD, POINT AND THREADS PER INCH SHALL BE SUBMITTED TO ENGINEER OF RECORD FOR APPROVAL.

· ALL WELDED CONNECTIONS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF AWS D1.3 "STRUCTURAL

WELDING CODE."

· STUDS AND JOIST ENDS SHALL BE SAW CUT TO FIT SQUARELY AND EVENLY AGAINST THE CONNECTION

MEMBER. STUDS SHALL NOT BE THERMALLY CUT.

· CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND GUYING OF COLD-FORMED STEEL FRAMING

REQUIRED FOR SAFETY.

· FIELD MODIFICATIONS OF COLD-FORMED STEEL SYSTEMS SHALL NOT BE ALLOWED WITHOUT PRIOR APPROVAL

BY ENGINEER OF RECORD.

15. FRAMING LUMBER:

A. SOUTHERN YELLOW PINE MINIMUM No. 2 KILN DRIED.

B. AT THE TIME OF FABRICATION, MC=19 (19% MOISTURE CONTENT).

C. ALL WOOD FRAMING, FABRICATION, CONNECTIONS, AND ERECTION SHALL CONFORM TO THE NATIONAL DESIGN

SPECIFICATION FOR WOOD CONSTRUCTION BY THE AMERICAN FOREST AND PAPER ASSOCIATION, THE PLYWOOD DESIGN SPECIFICATION BY THE AMERICAN PLYWOOD ASSOCIATION, WCD 1 "DETAILS FOR CONVENTIONAL WOOD FRAME CONSTRUCTION" BY THE AMERICAN FOREST AND PAPER ASSOCIATION, AND IBC

2021 TIMBER FRAMING SECTIONS.

D. UNLESS OTHERWISE NOTED ON THE DRAWINGS, JOISTS WHICH FRAME INTO SUPPORTING BEAMS AT THE SAME ELEVATION SHALL BE CONNECTED WITH BA TOP FLANGE JOIST HANGERS. USE LSSU JOISTS HANGERS AT RIDGE CAPS AND HIP INTERSECTIONS. USE CC & ECC COLUMN CAPS AND ABU AND CBSQ COLUMN BASES AS REQ'D. CONNECTOR BASIS OF DESIGN IS SIMPSON STRONG-TIE CO., INC.. CONNECTOR USED SHALL BE EQUAL.

HANGERS/CONNECTORS SHALL BE SIZED FOR THE MEMBER SUPPORTED.

E. WOOD FRAMING ADJACENT TO STEEL CONSTRUCTION SHALL BE FASTENED TO STEEL FRAMING WITH POWER ACTUATED FASTENERS OF THE APPROPRIATE SIZE AND TYPE FOR THE THICKNESS OF THE STEEL AND

ADJOINING MATERIAL.

F. UNLESS OTHERWISE NOTED, ALL LUMBER PERMANENTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED WITH COPPER AZOLE-TYPE B (ca-B) IN ACCORDANCE WITH CURRENT AMERICAN WOOD PROTECTION ASSOCIATION (AWPA) STANDARDS P5 AND SECTION U1 FOR RETENTION OF PRESERVATIVES AND SECTION T1, TABLE 12-SAWN PRODUCTS FOR PENETRATION OF PRESERVATIVE.

G. ALL HARDWARE IN CONTACT WITH TREATED LUMBER SHALL BE HOT-DIP GALVANIZED CONFORMING TO ASTM A653, CLASS G185 WITH 1.85 OZ OF ZINC COATING PER SQUARE FOOT, MINIMUM. ALL FASTENERS SHALL BE HOT DIP GALVANIZED CONFORMING TO A153. STAINLESS STEEL FASTENERS MAY BE EMPLOYED AT CONTRACTORS

OPTION.

16. MECHANICAL EQUIPMENT:

A. PRIOR TO THE DETAILING OF ANY STRUCTURAL MATERIALS INVOLVED IN THE SUPPORT OF MECHANICAL

EQUIPMENT, THE CONTRACTOR SHALL FURNISH TO THE ARCHITECT ALL INFORMATION RELATIVE TO LOADS, LOAD POINTS, DIMENSIONS, ETC. OF THE ACTUAL EQUIPMENT WHICH IS TO BE FURNISHED.

B. ALL DETAILS AND MEMBER SIZES SHOWN ON THE STRUCTURAL DRAWINGS ARE TENTATIVE UNTIL SUCH TIME AS

THIS INFORMATION IS REVIEWED BY THE ARCHITECT.

C. LOCATION OF SUPPORT BEAMS MUST BE COORDINATED WITH MECHANICAL EQUIPMENT LOCATIONS.

D. COORDINATION MUST BE MADE BY THE CONTRACTOR AT HIS/HER EXPENSE TO FOLLOW THE ABOVE

GUIDELINES.

17. WELDING PRECAUTIONS:

A. FIRE PREVENTION: AT ALL TIMES DURING WELDING AND TORCH CUTTING IN AND AROUND THE THE EXISTING

BUILDING THE CONTRACTOR SHALL HAVE ADEQUATE FIRE FIGHTING EQUIPMENT READY FOR USE AT THE LOCATION OF WELDING. THE WELDING AND TORCH CUTTING PROCESS SHALL BE CLOSELY MONITORED BY THE CONTRACTOR SO AS TO PREVENT THE IGNITING OF ANY COMBUSTIBLES IN THE CONSTRUCTION AREA.

OBSERVATIONS SHALL CONTINUE FOR AT LEAST 4 HOURS AFTER WELDING IN A PARTICULAR AREA HAS

CEASED, LONGER IF REQUIRED.

B. PROVIDE ADEQUATE VENTILATION AS TO TOTALLY EXHAUST WELDING FUMES OUT OF THE CONSTRUCTION

AREA SO AS NOT TO CONTAMINATE ANY PORTION OF THE EXISTING BUILDING.

18. POST INSTALLED ANCHORS, RESTEEL TO EXISTING CONCRETE:

A. IN THE INSTALLATION OF ANCHORS, RODS, OR RESTEEL, CARE SHALL BE EXERCISED SO AS TO NOT NICK OR

CUT EXISTING REINFORCING, CONDUIT, ETC. SEE GENERAL NOTE 6 FOR PROCEDURE FOR DRILLING HOLES IN

EXISTING CONCRETE.

B. ANCHOR TYPES SHALL BE AS FOLLOWS:

· WEDGE TYPE ANCHORS: "KWIK" BOLTS AS MANUFACTURED BY HILTI FASTENING SYSTEMS AS BASIS OF DESIGN

OR EQUAL. SUBMIT PRODUCT DATA.

· ADHESIVE TYPE ANCHORS (CONCRETE AND GROUT FILLED CMU); "HAS" RODS AND HIT-HY 200 A V3 MAX ADHESIVE SYSTEM AS MANUFACTURED BY HILTI FASTENING SYSTEMS AS BASIS OF DESIGN OR EQUAL. SUBMIT

PRODUCT DATA.

· ADHESIVE TYPE ANCHORS (HOLLOW CMU); "HIT-A" RODS AND HIT-HY 70 ADHESIVE SYSTEM WITH SCREEN SYSTEM TO MATCH RODS AS MANUFACTURED BY HILTI FASTENING SYSTEMS AS BASIS OF DESIGN OR EQUAL.

SUBMIT PRODUCT DATA.

· EMBEDDED RESTEEL INTO EXISTING CONCRETE; HIT-HY 200 A V3 MAX ADHESIVE SYSTEM AS MANUFACTURED

BY HILTI FASTENING SYSTEMS AS BASIS OF DESIGN OR EQUAL. SUBMIT PRODUCT DATA.

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INCOMPLETE AND

MAY NOT BE USED

FOR REGULATORY

APPROVAL, PERMIT

OR CONSTRUCTION.

PUBLIC BUILDING SERVICE - GREATER SOUTHWEST REGION

HALE BOGGS FEDERAL BUILDING

500 POYDRAS STREET - NEW ORLEANS - LA 70130

47PH0819D0048

47PH0522F0020

TO BE DETERMINED

PDG, INC. (dba PDG ARCHITECTS)

N/A

TO BE DETERMINED

LA9901ZZ

RENOVATION OF 2 FLOORS OF OFFICE SPACE IN BAYS

43, 44, AND 45 OF THE EXISTING WAREHOUSE

OFFICE: 643 Magazine Street Suite 300C, New Orleans, LA 70130, United States

PHONE: (504) 372-1047

S1.0

STRUCTURAL GENERAL NOTES

Project Name

Project Status

Issue Date

07/18/23CJB

MRH

Enter address here

Project Number

GENERAL SERVICES

ADMINISTRATION REGION 7

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17' - 10 1/2" 20' - 0" 17' - 6 3/4"

2' - 0" 13' - 2 3/8" 8" 5' - 5" 12' - 0"

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EXISTING SLAB

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(COORD W/ ARCH)

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WALL

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ELEVATION PER ARCH

PROVIDE HANDRAILS

PER ARCH TYP

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ELEVATIONS

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CONCRETE AT EDGE RAMP

AT EDGE ENDS TYP

LEVEL LANDING

(MAX CROSS SLOPE 2%)

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ELEVATION PER ARCH

NEW CURB

SEE ARCH FOR

ELEVATIONS

PROVIDE HANDRAILS

PER ARCH TYP

3' - 9 7/8"

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FEATHER" CONCRETE

AT EDGE RAMP AT EDGE

ENDS TYP

EXISTING WAREHOUSE

CONCRETE WALL

EXISTING WALL

EXISTING COLUMNS TO

REMAIN & BE PROTECTED

TYP

EXISTING

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LEVEL LANDING

(MAX CROSS SLOPE 2%)

SEE EXISTING CONCRETE

SURFACE PREPERATION

NOTES PRIOR TO POURING

NEW CONCRETE OR FIBER

REINFORCED FEATHER

EDGE MIX

S4.0

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713-629-6100 www.pdgarchitects.com

PRELIMINARY ISSUE

THIS DOCUMENT IS

INCOMPLETE AND

MAY NOT BE USED

FOR REGULATORY

APPROVAL, PERMIT

OR CONSTRUCTION.

PUBLIC BUILDING SERVICE - GREATER SOUTHWEST REGION

HALE BOGGS FEDERAL BUILDING

500 POYDRAS STREET - NEW ORLEANS - LA 70130

47PH0819D0048

47PH0522F0020

TO BE DETERMINED

PDG, INC. (dba PDG ARCHITECTS)

N/A

TO BE DETERMINED

LA9901ZZ

RENOVATION OF 2 FLOORS OF OFFICE SPACE…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 16, 2024.