Attachment B - 1799923 Paragraph 8__Attachments.pdf

PDF 9 MB Posted Jul 1, 2024

Attached to: Demolition and Repair of Exterior Main Entrance to Stairway at Hopper Hall, Building 127, Dam Neck Annex
Solicitation number: N4008524R2754
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Jul 1, 2024

This document is an attachment related to a federal contract opportunity for the demolition and repair of the exterior main entrance stairway at Hopper Hall, Building 127, at the Dam Neck Annex. The project involves demolishing the existing concrete curbs and railings at the ramp and stairway, and installing new curbs anchored to the existing structure, as well as a new prefabricated, stainless steel railing system. The stairs will also be repaired and refinished with non-slip coatings. The contract is limited to MACC Group ID: ML-C00075 contract holders. The project is being solicited by the Department of the Navy Naval Facilities Engineering Command. The document includes project specifications, drawings, and details related to the required work.

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Other files

File	Type	Posted
BLDG0127-1799923-AE501_REV1.pdf	PDF	Aug 6, 2024
24R2754 Amendment 0004.pdf	PDF	Aug 6, 2024
24R2754 Amendment 0003.pdf	PDF	Aug 2, 2024
24R2754 Amendment 0002.pdf	PDF	Jul 18, 2024
24R2754 Site Visit Log.pdf	PDF	Jul 11, 2024
24R2754 Amendment 0001.pdf	PDF	Jul 11, 2024
ATTACHMENT H - PPI Spreadsheet.xlsx	XLSX spreadsheet	Jul 1, 2024
ATTACHMENT E - SECNAV 5512.pdf	PDF	Jul 1, 2024
ATTACHMENT J - PROVISION 52.204-24.pdf	PDF	Jul 1, 2024
Attachment C - Wage Determination.txt	TXT text file	Jul 1, 2024
ATTACHMENT D - BASE ACCESS INSTRUCTION.pdf	PDF	Jul 1, 2024
N4008524R2754 GENERAL REQUIREMENTS.pdf	PDF	Jul 1, 2024
ATTACHMENT F - Blank Sponsor Verification Spreadsheet.xls	XLS spreadsheet	Jul 1, 2024
Attachment A - 1799923 Scope of Work.pdf	PDF	Jul 1, 2024
ATTACHMENT I - Front End Specifications.pdf	PDF	Jul 1, 2024

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Engineer ing Depar tment eProjects: 1799923

PAIR

Attachment 8.1 – Existing Photographs

Demo / Repair Exterior Main Entrance Stair to Hopper Hall NAS Oceana - Dam Neck Annex

Virginia Beach, Virginia

Building 127 – Demo/Repair Ext Main Entrance Stair to Hopper Hall eProjects WO#: 1799923 NAS Oceana, Virginia Beach, Virginia

Building 127 - Hopper Hall - Existing Photographs

Building 127 – Demo/Repair Ext Main Entrance Stair to Hopper Hall eProjects WO#: 1799923

8 9

Building 127 – Demo/Repair Ext Main Entrance Stair to Hopper Hall eProjects WO#: 1799923

13 14

15 16

Building 127 – Demo/Repair Ext Main Entrance Stair to Hopper Hall eProjects WO#: 1799923

Attachment 8.2 – Existing Construction Drawings

Attachment 8.3 – New Construction Drawings

TALOS STREET

TERRIER AVENU

TERRIER AVENUE

REG

LUS AVENU

LUS AV ENU

ULUS AVENU

REG

LUS AVENU

EGU

LUS AVENUE

POLARIS STREET

SPARROW STREET

VIKING

AVENU

DAM NECK RD

REGULUS AVENUE

R A

U E

TERRIER AVENUE

202C

202B202A

WILLOUGHBY BAY

NAVAL SUPPORT

ACTIVITY

U.S. NAVAL STATION

SEWELLS POINT

NORFOLK

U.S. NAVAL

AIR STATION

CHESAPEAKE BAY

LITTLE CREEK

U.S. NAVAL

AMPHIBIOUS BASE

VA BEACH

OCEANA

NAVAL AIR

STATION

CHESAPEAKE

SOUTHERN BRANCH

EASTERN BRANCH

ST. JULIEN'S CREEK

U.S. NAVAL ANNEX

ELIZABETH RIVER

13 58 460

PORTSMOUTH

U.S. ARMY CRANEY

ISLAND DISPOSAL AREA

NANSEMOND RIVER

WESTERN BRANCH

CRANEY

ISLAND NAVY

DEPOT

PROJECT SITE

NORTH NORTH

DAM NECK ANNEX

MAIN GATE

BUILDING 127

HOPPER HALL

ENTRANCE

NAS OCEANA, DAM NECK ANNEX, VIRGINIA BEACH, VIRGINIA

NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

MID-ATLANTIC

PUBLIC WORKS DEPARTMENT OCEANA

FACILITIES ENGINEERING AND ACQUISITION DIVISION

04/29/2024

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

O F

Y N

G S

M S

C O

M M

DRAWFORM REVISION: 14 SEP 2023

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

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Approved by ROBERT PEED, FACILITIES DIRECTOR, with NSWC DAM NECK, via Email.

BLDG 127 - REPAIR ENTRANCE STAIRWELL

HOPPER HALL

SCALE: NOT TO SCALE

VICINITY MAP

SCALE: NOT TO SCALE

LOCATION MAP

DOOR NUMBER

(REFER TO DOOR SCHEDULE)

DOOR TAG

GENERAL PROJECT SYMBOLS

WINDOW TYPE LETTER

WINDOW TYPE TAG

SPECIALITY ITEM NUMBER

SPECIALITY ITEM TAG

PARTITION TYPE DESIGNATION

(REFER TO PARTITION SCHEDULE)

PARTITION TYPE

INDICATOR

PARTITION IN PLAN

A1 A-301

- - - - - - - - - - - - - - - - - - - - - - - - - - - - A-401 INTERIOR ELEVATION

INDICATOR

INTERIOR ELEVATION NUMBER

SHEET WHERE DRAWN

EXTERIOR ELEVATION

INDICATOR

ELEVATION NUMBER

DIRECTION OF VIEW

SHEET WHERE DRAWN

A1 A-301

WALL / PARTIAL

BUILDING SECTION

INDICATOR

SECTION NUMBER

SHEET WHERE DRAWN

A1 A-301

BUILDING SECTION

INDICATORA1

A-301

BUILDING

234B

ROOM

101 ROOM IDENTIFIER

DETAIL NUMBER

SHEET WHERE DRAWN

DETAIL

INDICATOR

ROOM NAME

ROOM NUMBER

A-901 PHOTOGRAPH

INDICATOR

PHOTOGRAPH NUMBER

SHEET WHERE SHOWN

A-501

VIEW NUMBERSHEET

BACK-REFERENCE

VIEW BACK-REFERENCE

ENLARGED PLAN NUMBERSHEET

BACK-REFERENCE

VIEW BACK-REFERENCE

KEYNOTE INDICATOR

KEYNOTE NUMBER

PLAN NUMBER

A1 SCALE: 1/8" = 1'-0"

PLAN TITLE A1A1

A-101

ENLARGED PLAN

SCALE: 1/4" = 1'-0" A1 DETAIL/SECT/ELEV

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

A-101

SECTION NUMBER

SHEET WHERE DRAWN

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

O F

Y N

G S

M S

C O

M M

DRAWFORM REVISION: 14 SEP 2023

PM/DM

BRANCH MANAGER

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FIRE PROTECTION

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Approved by ROBERT PEED, FACILITIES DIRECTOR, with NSWC DAM NECK, via Email.

1 WHERE EXISTING CONSTRUCTION IS DAMAGED BY

CONSTRUCTION REQUIRED BY THESE DOCUMENTS. REPAIR

THE DAMAGED ITEM(S) WITH MATERIALS TO MATCH THE

ADJACENT MATERIAL, TEXTURE AND COLOR.

2 FIELD VERIFY EXISTING DIMENSIONS, PRIOR TO ORDERING

MATERIALS OR BEGINNING DEMOLITION.

3 ALL ITEMS NOT SHOWING AS "EXISTING" MUST BE PROVIDED

AND INSTALLED UNDER THE REQUIREMENTS OF THIS

CONTRACT.

4 COORDINATE LAY DOWN AREA WITH THE CONTRACTING

OFFICER PRIOR TO THE PRECONSTRUCTION MEETING. THE

ALLOWABLE AREA SIZE MUST BE ESTABLISHED BY THE

CONTRACTING OFFICER.

5 MANUFACTURER'S TRADE NAMES LISTED ARE NOT INTENDED

TO BE PROPRIETARY. PRODUCTS OF OTHER

MANUFACTURERS WILL BE ACCEPTABLE PROVIDED THEY

MATCH THE COLOR, FINISHES, TEXTURES AND PATTERNS OF

THE MANUFACTURER LISTED, AND MEET THE TECHNICAL

REQUIREMENTS OF THE SPECIFICATIONS.

6 OBSERVE AND MAINTAIN BUILDING AND COMPOUND SECURITY

REQUIREMENTS AS DIRECTED BY THE CONTRACTING

OFFICER.

7 CONSTRUCTION WILL BE ACCOMPLISHED IN AND AROUND

AREAS WHICH WILL REMAIN OPERATIONAL. AVOID

INTERFERENCE WITH THE OPERATIONAL WORK ROUTINE.

8 ALL SUBMITTALS REQUIRED BY THESE DRAWINGS OR

SPECIFICATIONS MUST BE SUBMITTED TO THE CONTRACTING

OFFICER FOR APPROVAL TO COMMENCEMENT OF RELATED

WORK.

BUILDING CODE:

• UNIFIED FACILITIES CRITERIA (UFC) DoD BUILDING COE

1-200-01 WITH Change 3 (26 FEBRUARY 2024)

• UNIFIED FACILITIED CRITERIA (UFC) 3-101-01 ARCHITECTURE

W/ CHANGE 4 (08 JAN 2024)

• 2021 INTERNATIONAL BUILDING CODE (IBC)

• 2021 IEBC INTERNATIONAL EXISTING BUILDING CODE (IEBC)

ACCESSIBILITY CODE:

• UNIFORM ACCESSIBILITY STANDARDS (UFAS)

• AMERICANS WITH DISABILITIES ACT (ADA)

• ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES

(ADAAG)

FIRE PREVENTION & LIFE SAFETY CODE:

• UNIFIED FACILITIES CRITERIA (UFC) 3-600-01 W/ CHANGE 6

(06 MAY 2021)

• NFPA 1, FIRE CODE

• NFPA 101, LIFE SAFETY CODE

GENERAL NOTES

GOVERNING REGULATIONS

LIST OF SHEETS

SHEET NO.

NAVFAC DWG. NO. SHEET TITLENO. SHEET

GENERAL

1 G-001 12910061 COVER SHEET

2 G-002 12910062 LIST OF SHEETS, GENERAL NOTES & SYMBOLS

STRUCTURAL

3 S-101 12,910,063 PLAN VIEWS - DEMOLITION AND NEW WORK

4 S-301 12,910,064 SECTIONS - CURB & SLAB DEMOLITION AND NEW WORK

5 S-302 12,910,065 SECTIONS - CHEEK WALL DEMOLITION AND NEW WORK

6 S-303 12,910,066 SECTIONS - STAIRS DEMOLITION AND NEW WORK

ARCHITECTURE

7 AD101 12910067 DEMOLITION PLAN

8 AE001 12910068 ARCHITECTURAL NOTES AND SYMBOLS

9 AE101 12910069 FLOOR PLAN, ELEVATIONS & DETAILS

10 AE501 12910070 DETAILS MA

C1 S-301

NOTE: ONLY EXISTING RAILING POSTS

ARE SHOWN FOR CLARITY. REFER TO

ARCHITECTURAL DRAWINGS FOR

ADDITIONAL INFORMATION.

C1 S-302

EXISTING CONCRETE RAMP W/ CURBS

EXISTING CONCRETE LANDING W/ CURBS

EXISTING CONCRETE RAMP W/ CURBS

EXISTING CONCRETE SLAB

EXISTING CONCRETE WALKWAY

EXISTING CONCRETE CHEEK WALL

CONCRETE CHEEK WALL

EXISTING

CONCRETE STAIRS

- 0

6" ±

EXISTING BUILDING 127

EXISTING RAILING POST, TYPICAL

C1 S-303

35' - 6" ±

- 0

30' - 0" ±

- 5

- 1

5' - 6" ± 30' - 0" ±

A1 S-301

10" ±

A1 S-301

SIM

8' - 0" ±

4' - 0" ±

8' - 0" ±

4' - 0" ±

DEMOLISH EXISTING PLATES

MOUNTED TO WALL. CUT

BOLT FLUSH WITH SURFACE

AND COVER WITH CONCRETE

PATCH MATERIAL.

DEMOLISH EXISTING PLATES

MOUNTED TO WALL. CUT

BOLT FLUSH WITH SURFACE

AND COVER WITH CONCRETE

PATCH MATERIAL.

B1 S-301

A2 S-301

A1 S-302

B1 S-303

A1 S-303

NOTE: ONLY NEW RAILING POSTS ARE

SHOWN FOR CLARITY. REFER TO

ARCHITECTURAL DRAWINGS FOR

ADDITIONAL INFORMATION.

PIPI

NEW RAILING POST, TYPICAL

NOTE: FOR DIMENSIONS AND

ITEMS NOT SHOWN OR NOTED

REFER TO DEMOLITION PLAN

THIS SHEET.

PI PI

PIPI

PI PIPI

5' - 0" 5' - 0"

A2 S-301

SIM

GENERAL NOTES

1. REFER TO SHEET S-303 FOR DESIGN CRITERIA NOTES, STRUCTURAL

STEEL NOTES, AND CAST-IN-PLACE CONCRETE NOTES.

2. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO DEMOLITION,

FABRICATION, AND CONSTRUCTION.

3. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.

WHERE CONDITIONS ARE NOT SPECIFICALLY SHOWN, USE SIMILAR

DETAILS OF CONSTRUCTION, SUBJECT TO APPROVAL BY THE

CONTRACTING OFFICER.

4. RAIL POSTS WITH POST-INSTALLED EXPANSION ANCHORS ARE INDICATED

ON THE PLAN VIEW AS PI. ALL OTHER RAILING POST LOCATIONS ARE

ANCHORED TO THE CONCRETE WITH CAST-IN-PLACE HEADED ANCHORS.

5. RAILING POST SPACING NOT TO EXCEED 4'-0".

6. MINIMUM ULTIMATE DESIGN VALUES OF POST INSTALLED REBAR

ADHESIVE ANCHORS ARE AS FOLLOWS:

A. TENSION = 23,600 LB.

7. PROVIDE 3/8" DIAMETER POST INSTALLED EXPANSION ANCHORS WITH A 2-

INCH EFFECTIVE EMBEDMENT DEPTH MEETING THE FOLLOWING MINIMUM

ULTIMATE DESIGN VALUES IN 3000 PSI CONCRETE:

A. TENSION = 2,415 LB.

B. SHEAR = 2,605 LB.

8. WHERE EXISTING CONCRETE SURFACES TO REMAIN ARE SPALLED AND

CRACKED, PROVIDE CONCRETE PATCH MATERIAL CAPABLE OF OBTAINING

A 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI. PRIOR TO PLACING

REPAIR MATERIAL, CLEAN SURFACES OF THE CONCRETE AND ANY

EXPOSED REBAR WITH MAXIMUM 5,000 PSI PRESSURE WATER BLAST TO

COMPLETELY REMOVE CORROSION PRODUCTS FROM THE REINFORCING

STEEL AND ALL UNSOUND LOOSE AND FRACTURED PIECES OF

AGGREGATE FROM THE SPALLED AREA. PREPARE EXPOSED SURFACE IN

ACCORDANCE WITH REPAIR MATERIAL MANUFACTURERE

RECOMMENDATIONS. REFER TO BID QUANTITY TABLE THIS SHEET AND

REPAIR DETAILS ON S-302.

LEGEND

PLAN

EXISTING TO REMAIN

DEMOLISH

CONCRETE

EXISTING RAILING POST

NEW RAILING POST

GRAPHIC SCALE(S)

0' 4' 8' 12'

3/16" =1'-0"

CONCRETE REPAIR BID QUANTITY TABLE

BID QUANTITIES

TOTAL SURFACE AREA OF EXISTING

SPALLS WITH EXPOSED REBAR = 4 FT2

ITEM NOTES

SURFACE SPALLS

(W/ EXPOSED REBAR)

ASSUME (4) LOCATIONS OF SPALLS,

EACH MEASURING 1 FOOT X 1 FOOT

X 2 INCH DEEP.

TOTAL SURFACE AREA OF EXISTING

CONCRETE SPALLS = 3 FT2

SURFACE SPALLS

(CONCRETE ONLY)

ASSUME (12) LOCATIONS OF SPALLS,

EACH MEASURING 6 INCH X 6 INCH X

1/2 INCH DEEP.

TOTAL LENGTH OF CRACKS = 100 LFCRACKS ON RAMP AND STAIRS ASSUME CRACKS ARE 1/2 INCH WIDE

AND 2 INCHES DEEP.

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

O F

Y N

G S

M S

C O

M M

DRAWFORM REVISION: 14 SEP 2023

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

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Approved by ROBERT PEED, FACILITIES DIRECTOR, with NSWC DAM NECK, via Email.

PLAN

NORTH

SCALE: 3/16" = 1'-0"

PLAN VIEW - DEMOLITION

PLAN

NORTH

SCALE: 3/16" = 1'-0"

PLAN VIEW - NEW WORK

TYP

6" ±

EXISTING #4

REINFORCING AT 12",

TYPICAL

EXISTINGEXISTING #4 REINFORCING

AT 12", TYPICAL

DEMOLISH EXISTING

RAILING AND GROUT-

FILLED SLEEVE, TYPICAL

DEMOLISH 6" TALL

RAMP CURB, TYPICAL

DEMOLISH PORTION OF EXISTING

REINFORCING BEYOND IN RAMP

CURB, AS INDICATED. TYPCAL

EXISTING RAMP SLAB,

TYPICAL. ELEVATION VARIES

EXISTING RAMP WALL,

TYPICAL

TYP

1' - 0" ±

C3 S-301

- 6

B3 S-301

ROUGHEN EXISTING

CONCRETE TO 1/4"

AMPLITUDE. APPLY

BONDING AGENT

PRIOR TO

SUBSEQUENT POUR.

TYPICAL

#4 BAR AT 24" ON CENTER,

BEYOND. DRILL AND EPOXY

SET 18" EMBEDMENT INTO

EXISTING CONCRETE. TYPICAL

PROVIDE 3/4" CHAMFER,

TYPICAL.

#4 BAR, CONTINUOUS,

TYPICAL.

RAILING POST, TYPICAL.

REFER TO ARCHITECTURAL FOR ADDITIONAL INFORMATION.

NOTE: FOR DIMENSIONS AND

ITEMS NOT SHOWN OR NOTED

REFER TO /C1 S-301

BASE PLATE WITH CAST IN PLACE

HEADED ANCHOR BOLTS, TYPICAL.

TYP

1 1/2" CLR

P6"

GROUND FLOOR

0' - 0"

DEMOLISH PORTION OF

SLAB AND REINFORCING

BARS, AS INDICATED.

TYPICAL

10"

DEMOLISH EXISTING

RAILING AND GROUT-

FILLED SLEEVE, TYPICAL

EXISTING #4

REINFORCING

AT 12", TYPICAL

EXISTING #6 CONTINUOUS BARS,

TYPICAL

EXISTING #4

REINFORCING AT 12",

TYPICALEXISTING #4

REINFORCING

AT 12", TYPICAL

EXISTING #6

REINFORCING

AT 12", TYPICAL

TOP OF LANDING

-2' - 6"

NOTE: FOR ITEMS NOT

SHOWN OR NOTED

REFER TO /C1 S-301

GROUND FLOOR

0' - 0"

NOTE: FOR ITEMS NOT

SHOWN OR NOTED

REFER TO /A1 S-301

ROUGHEN EXISTING

CONCRETE TO 1/4"

AMPLITUDE. APPLY

BONDING AGENT

PRIOR TO

SUBSEQUENT POUR.

TYPICAL

#4 BAR AT 24" ON CENTER,

BEYOND. DRILL AND EPOXY

SET 18" EMBEDMENT INTO

EXISTING CONCRETE.

TYPICAL

PROVIDE 3/4" CHAMFER,

TYPICAL.

#4 BAR, CONTINUOUS,

TYPICAL.

RAILING, TYPICAL.

REFER TO ARCHITECTURAL

FOR ADDITIONAL

INFORMATION.

RAILING

TOP OF LANDING

-2' - 6"

NOTE: FOR ITEMS NOT

SHOWN OR NOTED

REFER TO

AND

/C3 S-301 /B1 S-301

S-301 C5

TYPICAL

2' - 0" MAX

NOTE: WHERE RAILING POSTS ARE

INSTALLED ON SLOPED CURB, SLOPE

THE BASE PLATE TO MATCH THE

SLOPE. MAINTAIN 1/2" THICK GROUT

BETWEEN THE PLATE AND THE

CONCRETE. FABRICATE THE POST SO

THAT IT IS VERTICAL ONCE INSTALLED.

S-301 A3

TYP

GENERAL SHEET NOTES

1. VERIFY ALL DIMENSIONS PRIOR TO DEMOLITION, FABRICATION, AND

CONSTRUCTION.

2. THE DATUM ELEVATION FOR THE STRUCTURAL DRAWINGS IS

REFERENCED FROM THE FLOOR SLAB = +0'-0". THE VERTICAL DISTANCE

ABOVE OR BELOW DATUM IS NOTED THUS: +X'-XX" OR -X'-XX".

3. ALL EXISTING REINFORCING TO REMAIN, UNLESS NOTED OTHERWISE.

1 1/8" 2 3/4" 1 1/8"

1 1 /4"

2" 1 1

/4"

PL 1/2" 1/2" DIA. HEADED ANCHOR

BOLT. MIN. EMBED = 5 1/2"

1/4

B5 S-301

1/2" GROUT

CONCRETE

LEGEND

SECTION & DETAIL

EXISTING TO REMAIN

DEMOLISH

GROUT

CONCRETE

NOTE: HORIZONTAL REBAR

NOT SHOWN FOR CLARITY.

℄ NEW REBAR

3" MAX.

1 3/4" MIN.

℄ EXISTING REBARNEW CONCRETE

EXISTING

CONCRETE

EXISTING REBAR

NEW REBAR

GRAPHIC SCALE(S)

1' 2'0'

1" =1'-0" 6"

0' 6" 3" =1'-0"

3" 9"

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

O F

Y N

G S

M S

C O

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DRAWFORM REVISION: 14 SEP 2023

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

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Approved by ROBERT PEED, FACILITIES DIRECTOR, with NSWC DAM NECK, via Email.

SCALE: 1" = 1'-0" (S-101)

SECTION - CURB DEMOLITIONC1

SCALE: 1" = 1'-0" (S-101)

SECTION - CURB NEW WORKB1

SCALE: 1" = 1'-0" (S-101)

SECTION - SLAB DEMOLITIONA1

SCALE: 1" = 1'-0" (S-301)

SECTION - CURB DEMOLITION (SIDE VIEW)C3

SCALE: 1" = 1'-0" (S-101)

SECTION - SLAB NEW WORKA2

SCALE: 1" = 1'-0" (S-301)

SECTION - CURB NEW WORK (SIDE VIEW)B3 SCALE: 3" = 1'-0" (S-301)

DETAIL - BASE PLATEB5

SCALE: 3" = 1'-0" (S-301)

DETAIL - RAILING POSTC5

SCALE: 3" = 1'-0" (S-301)

DETAIL - REBAR SPACINGA3

(S-301, S-302)

GROUND FLOOR

0' - 0"

TOP OF CONCRETE

WALKWAY

-4' - 6 23/64"

EXISTING GRADE BEAM

EXISTING HOOKED #4

REINFORCING BAR

FROM STAIRS, TYPICAL

EXISTING #4 REINFORCING BARS

AT WALL FACE, TYPICAL

C4 S-302

1' - 6" ±

2' - 2" ±8' - 0" ±

REFER TO

/A1 S-301

DEMOLISH PORTION OF

CHEEK WALL AND

REINFORCING BARS,

AS INDICATED. TYPICAL

DEMOLISH EXISTING

RAILING AND GROUT-

FILLED SLEEVE, TYPICAL

-4'-6" ±

SLOPE

CHEEK WALL

STAIRS

NOTE: FOR ITEMS NOT

SHOWN OR NOTED

REFER TO /C1 S-302

SLOPE

CHEEK WALL

STAIRS

NOTE: FOR ITEMS NOT

SHOWN OR NOTED

REFER TO /A1 S-302

S-301 C5

SIM

GROUND FLOOR

0' - 0"

TOP OF CONCRETE

WALKWAY

-4' - 6 23/64"

C5 S-302

REFER TO

/A2 S-301

ROUGHEN EXISTING CONCRETE

TO 1/4" AMPLITUDE. APPLY

BONDING AGENT PRIOR TO

SUBSEQUENT POUR. TYPICAL

#4 BAR. DRILL AND EPOXY SET

18" EMBEDMENT INTO

EXISTING CONCRETE.

SPACED AT 24" MAX. TYPICAL

#4 BAR, CONTINUOUS, TYPICAL.

1 1/2" CLR

NOTE: FOR DIMENSIONS AND

ITEMS NOT SHOWN OR NOTED

REFER TO /C1 S-302

RAILING POST, TYPICAL.

REFER TO ARCHITECTURAL FOR

ADDITIONAL INFORMATION.

BASE PLATE WITH CAST

IN PLACE HEADED

ANCHOR BOLTS, TYPICAL.

NOTE: WHERE RAILING POSTS ARE

INSTALLED ON SLOPED WALL, SLOPE

THE BASE PLATE TO MATCH THE

SLOPE. MAINTAIN 1/2" THICK GROUT

BETWEEN THE PLATE AND THE

CONCRETE. FABRICATE THE POST SO

THAT IT IS VERTICAL ONCE INSTALLED.

S-301 A3

SIM

-4'-6"± LEGEND

SECTION

EXISTING TO REMAIN

DEMOLISH

GROUT

CONCRETE

GRAPHIC SCALE(S)

1' 2'0'

1" =1'-0" 6"

CONCRETE REPAIR

MATERIAL

EXISTING SPALLED

CONCRETE SURFACE

EXISTING

REINFORCING STEEL

SAWCUT TO 1/2" DEPTH AT

LIMITS OF DEMOLITION,

TYPICAL

4" MAX

3" MIN

EXISTING SPALLED

CONCRETE AREA

4" MAX

3" MIN

APPLY BONDING AGENT

AT ALL EXPOSED

SURFACES TO RECEIVE

NEW REPAIR MATERIAL

CONCRETE REPAIR

MATERIAL

3/4

REMOVE CONCRETE

SURROUNDING THE BAR

TO ALLOW A MINIMUM OF

3/4" GAP ALL AROUNDEXISTING

SPALLED

CONCRETE

SURFACEEXISTING

REINFORCING STEEL

APPLY BONDING AGENT

AT ALL EXPOSED

SURFACES TO RECEIVE

NEW REPAIR MATERIAL

SAWCUT 1/2" DEPTH AT

LIMITS OF DEMOLITION

EXISTING SPALLED

CONCRETE AREA

4" MAX

3" MIN

4" MAX

3" MIN

EXISTING LIMITS

OF SPALL

EXISTING

EXPOSED

REINFORCING

STEEL BARS

SAWCUT 1/2" DEEP

LIMITS OF

CONCRETE

REMOVAL

SAWCUTS MUST BE

PERPENDICULAR TO ONE ANOTHER

AND SQUARE TO THE STRUCTURE

4" MAX

3" MIN

B5 S-302

EXISTING

LIMITS OF

SPALL

SAWCUT 1/2" DEEP

LIMITS OF

CONCRETE

REMOVAL

SAWCUTS MUST BE

PERPENDICULAR TO ONE ANOTHER

AND SQUARE TO THE STRUCTURE

4" MAX

3" MIN

A5 S-302

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

O F

Y N

G S

M S

C O

M M

DRAWFORM REVISION: 14 SEP 2023

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

L F

ILI

D-

O C

A, V

C H

, V A

AS NOTED

6/ 7/

P M

\\n ae al tlc fs

\C I\V

A\ D am N ec k\

Bu ild in gs

3_ D em oR ep l E xt M ai n

En tra nc e

St ai rw el l H op pe r H al l\B

_D es ig n\

D W

G S\

M od el \0

R U

C T\

-1

-S

-R

.rv t

S-302

N S

-C H

L D

O N

A N

D N

O R

JLP

12,910,065

JDL JDL

MM/DD/YYYY

E N

C E

R W

-H O

CBM

1799923

H , V

O C

A, D

KPS

O C

S-

Approved by ROBERT PEED, FACILITIES DIRECTOR, with NSWC DAM NECK, via Email.

SCALE: 1" = 1'-0" (S-101)

SECTION - CHEEK WALL DEMOLITION (SIDE VIEW)C1

SCALE: 1" = 1'-0" (S-302)

SECTION - CHEEK WALL DEMOLITIONC4 SCALE: 1" = 1'-0" (S-302)

SECTION - CHEEK WALL NEW WORKC5

SCALE: 1" = 1'-0" (S-101)

SECTION - CHEEK WALL NEW WORK (SIDE VIEW)A1

SCALE: NOT TO SCALEA5 SECTION - SPALL REPAIR (CONCRETE ONLY)

SCALE: NOT TO SCALEB5 SECTION - SPALL REPAIR (EXPOSED REBAR)

SCALE: NOT TO SCALEB4 PLAN - SPALL REPAIR (EXPOSED REBAR)

SCALE: NOT TO SCALEA4 PLAN - SPALL REPAIR (CONCRETE ONLY)

GROUND FLOOR

TOP OF CONCRETE

WALKWAY

-4' - 6 23/64"

S-303 C4

S-303 B4

NOTE: FOR ITEMS NOT

SHOWN OR NOTED

REFER TO /C1 S-303

-4'-6"±

GROUND FLOOR

0' - 0"

TOP OF CONCRETE

WALKWAY

-4' - 6 23/64"

NOTE: FOR ITEMS NOT

SHOWN OR NOTED

REFER TO /C1 S-303

ROUGHEN EXISTING

CONCRETE TO 1/4"

AMPLITUDE. APPLY

BONDING AGENT

PRIOR TO

SUBSEQUENT POUR.

TYPICAL

RAILING POST, TYPICAL.

REFER TO ARCHITECTURAL

FOR ADDITIONAL

INFORMATION.

BASE PLATE WITH

EXPANSION

ANCHORS, TYPICAL.

ALLOW NEW CONCRETE

TO REACH 28 DAY

COMPRESSIVE STRENGTH

BEFORE INSTALLING

EXPANSION ANCHORS

ALLOW NEW CONCRETE TO REACH 28

DAY COMPRESSIVE STRENGTH BEFORE

INSTALLING EXPANSION ANCHORS

S-303 C4

S-303 B4

SIM

-4'-6"±

A4 S-303

1/2" GROUT

EXISTING CONCRETE

PL 1/2"

3/8" DIA. EXPANSION

ANCHOR. EMBED = 2"

1/4

1" 4" 1"

1" 1"

A4 S-303

1/2" GROUT

EXISTING CONCRETE

GROUND FLOOR

0' - 0"

TOP OF CONCRETE

WALKWAY

-4' - 6 23/64"

7" ±

1' - 0 3/4" ±1' - 1"

1' - 5" ±6 1/4" ±

8' - 0" ±

10"

EXISTING #6

REINFORCING

AT 10", TYPICAL

DEMOLISH EXISTING

RAILING, GROUT-FILLED

SLEEVE, AND CONCRETE

AS INDICATED. TYPICAL

EXISTING GRADE BEAM

-4'-6"±

LEGEND

SECTION & DETAIL

EXISTING TO REMAIN

DEMOLISH

GROUT

CONCRETE

GRAPHIC SCALE(S)

0' 1' 2' 3'

3/4" =1'-0"

0' 6" 3" =1'-0"

3" 9"

STRUCTURAL STEEL NOTES

1. ALL STRUCTURAL STEEL MUST CONFORM TO THE FIFTEENTH EDITION OF

THE ALLOWABLE STRESS DESIGN "STEEL CONSTRUCTION MANUAL" OF

THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC).

2. UNLESS OTHERWISE NOTED, ALL MATERIALS MUST BE STAINLESS STEEL

(SS) IN ACCORDANCE WITH THE FOLLOWING ASTM SPECIFICATIONS:

MEMBER ASTM MIN. STRENGTH

ROLLED PLATES / SHAPES A276 (GADE 316) 30 KSI

PIPES A276 (GRADE 316) 30 KSI

SS BOLTS F593 (TYPE 316)

SS NUTS F594 (TYPE 316)

SS WASHER ANSI B18.22.1 (TYPE A PLAIN)

CAST-IN-PLACE CONCRETE NOTES

1. CONCRETE WORK MUST CONFORM TO THE REQUIREMENTS OF ACI 301-16

"SPECIFICATION FOR STRUCTURAL CONCRETE BUILDINGS". MIXING

OPERATIONS, ETC. MUST CONFORM TO ASTM C94. CONCRETE MUST BE

MECHANICALLY VIBRATED IN ACCORDANCE WITH ASTM A309R.

2. CONCRETE MUST BE NORMAL WEIGHT AND MUST OBTAIN A 28-DAY

COMPRESSIVE STRENGTH OF 5,000 PSI.

3. ALL REINFORCING STEEL MUST CONFORM TO ASTM A615, GRADE 60.

DESIGN CRITERIA NOTES

1. THE STRUCTURAL WORK TO BE PERFORMED UNDER THIS CONTRACT HAS

BEEN DESIGNED TO THE APPLICABLE DESIGN STANDARD AND/OR

CRITERIA OF THE FOLLOWING, UNLESS OTHERWISE NOTED:

A. ACI 318-14, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE"

B. ANSI/AISC 360, "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS"

C. ASCE 7-16, "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER

STRUCTURES"

D. INTERNATIONAL BUILDING CODE 2021

E. INTERNATIONAL EXISTING BUILDING CODE 2021

F. UFC 1-200-01, "DOD BUILDING CODE"

G. UFC 3-301-01, "STRUCTURAL ENGINEERING"

2. ALL ASTM AND OTHER REFERENCES ARE PER THE LATEST EDITIONS OF

THESE STANDARDS AT THE CONTRACT AWARD DATE.

3. LIVE LOADS USED IN THE DESIGN OF THESE STRUCTURES ARE AS

FOLLOWS:

A. HANDRAIL SYSTEM (*)

a. CONCENTRATED LOAD = 200 LBS

b. DISTRIBUTED LOAD = 50 PLF

(*) DESIGNED FOR LOAD APPLIED IN ANY DIRECTION ALONG THE TOP RAIL

(PER IBC, LOADS ANALYZED INDEPENDENTLY)

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

O F

Y N

G S

M S

C O

M M

DRAWFORM REVISION: 14 SEP 2023

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

L F

ILI

D-

O C

A, V

C H

, V A

AS NOTED

6/ 7/

P M

\\n ae al tlc fs

\C I\V

A\ D am N ec k\

Bu ild in gs

3_ D em oR ep l E xt M ai n

En tra nc e

St ai rw el l H op pe r H al l\B

_D es ig n\

D W

G S\

M od el \0

R U

C T\

-1

-S

-R

.rv t

S-303

N S

-S

N A

N D

W O

R K

JLP

12,910,066

JDL JDL

MM/DD/YYYY

E N

C E

R W

-H O

CBM

1799923

H , V

O C

A, D

KPS

O C

S-

Approved by ROBERT PEED, FACILITIES DIRECTOR, with NSWC DAM NECK, via Email.

SCALE: 3/4" = 1'-0" (S-101)

SECTION - STAIRS EDGE NEW WORK (SIDE VIEW)A1

SCALE: 3/4" = 1'-0" (S-101)

SECTION - STAIRS CENTER NEW WORK (SIDE VIEW)B1

SCALE: 3" = 1'-0" (S-303)

DETAIL - POST INSTALLED RAILING @ WALKWAYB4

SCALE: 3" = 1'-0" (S-303)

DETAIL - POST INSTALLED BASE PLATEA4

SCALE: 3" = 1'-0" (S-303)

DETAIL - POST INSTALLED RAILING @ STAIRSC4

SCALE: 3/4" = 1'-0" (S-101)

SECTION - STAIRS CENTER DEMOLITION (SIDE VIEW)C1

SETUP/LAYDOWN AREA

3'-6" 20'-0"

'-0

2'- 0"

35'-6" ±

'-0

7'-

31'-0" ± 13'-9" 4'-0"

9'-3" ±

'-7

1/ 4"

'-0

30'-0" 4'-0" 8'-6" ±

EXISTING SIDEWALK

REGULUS AVENUE

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

O F

Y N

G S

M S

C O

M M

DRAWFORM REVISION: 14 SEP 2023

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

L F

ILI

D-

O C

A, V

C H

, V A

AS NOTED

6/ 7/

C :\U se rs

\a nn e.

pa rta m ia n\

D oc um en ts \B

-1

-A -R

_a nn e.

pa rta m ia n.

rv t

AD101

N P

CBM

12910067

ADP JS

05/17/2024

E N

C E

R W

-H O

CBM

1799923

H , V

O C

A, D

KPS

HSDC

O C

Approved by ROBERT PEED, FACILITIES DIRECTOR, with NSWC DAM NECK, via Email.

PLAN

NORTH

GRAPHIC SCALE(S)

KEY PLAN

KEYNOTES

GENERAL SHEET NOTES

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

STAIR PLAN - DEMOLITION

1 CUT RAILING POSTS LOW TO CURB. DEMOLISH RAILINGS.

2 REMOVE COATING ON CONCRETE WITHIN SHADED REGION

SHOWN.

3 REPAIR SPALLING AND CRACKS IN CONCRETE

4 DEMOLISH RAILING AND RAILING POSTS FLUSH TO

LANDING.

HOPPER

HALL

1. REMOVE STEEL SLEEVES IN CONCRETE CURBS, LANDINGS, AND STAIRS.

2. REMOVE APPLIED COATINGS TO STAIRS AND LANDINGS.

3. REMOVE COLORED COATING FROM CONCRETE STAIRS AND LANDING.

4. PREPARE SURFACE OF STAIRS AND RAMPS TO A LIKE-NEW STRUCTURAL

FINISH. REMOVE SPALLING AND CHIPPING CONCRETE.

5. SHADED AREA INDICATES APPROXIMATE AREA OF APPLIED COATING FOR

REMOVAL AND RECOATING PREPARATION. CONCRETE MUST BE

STRUCTURALLY SOUND TO RECEIVE NEW WORK.

6. REFER TO STRUCTURAL FOR EXTENTS OF CONCRETE CUTS AND PREPARED

SURFACES FOR NEW WORK.

ARCHITECTURAL SYMBOLS MATERIALS LEGEND

CONCRETE MASONRY UNIT

CAST-IN-PLACE CONCRETE

STEEL

BATT/LOOSE FILL INSULATION

RIGID INSULATION

WOOD - ROUGH

WOOD BLOCKING

EIFS - PAINTED

CMU - PAINTED

SECTION ELEVATION

CMU - PAINTED - ACCENT

GLAZED BLOCK

GLAZING

SPANDREL GLAZING / STEEL PANEL

CONCRETE FOUNDATION

EARTH / COMPACT FILL

POROUS FILL / GRAVEL

ALUMINUM

BRICK

GYPSUM BOARD

PLYWOOD

SAND / MORTAR / PLASTER

ACOUSTICAL TILE CEILING

CERAMIC TILE

FINISHED WOOD

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

O F

Y N

G S

M S

C O

M M

DRAWFORM REVISION: 14 SEP 2023

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

L F

ILI

D-

O C

A, V

C H

, V A

AS NOTED

6/ 7/

C :\U se rs

\a nn e.

pa rta m ia n\

D oc um en ts \B

-1

-A -R

_a nn e.

pa rta m ia n.

rv t

AE001

N O

CBM

12910068

ADP JS

05/17/2024

E N

C E

R W

-H O

CBM

1799923

H , V

O C

A, D

KPS

HSDC

O C

Approved by ROBERT PEED, FACILITIES DIRECTOR, with NSWC DAM NECK, via Email.

1 ALL ITEMS INDICATED TO BE REMOVED MUST BE DISPOSED OF

OFF SITE UNLESS OTHERWISE NOTED.

2 ALL MATERIALS MUST BE NEW AND PROVIDED BY THE

CONTRACTOR UNLESS SPECIFICALLY NOTED AS EXISTING OR

AS PROVIDED BY THE GOVERNMENT.

3 MISCELLANEOUS STEEL SHOWN IN DETAILS AND SECTIONS

MUST BE AS SPECIFIED OR APPROVED BY STRUCTURAL.

4 VERIFY ALL FIELD CONDITIONS AND DIMENSIONS PRIOR TO

PROCEEDING WITH THE WORK. DIMENSIONS FOR EXISTING

WORK ARE INDICATED AS "±". ALL DISCREPANCIES MUST BE

BROUGHT TO THE IMMEDIATE ATTENTION OF THE

CONTRACTING OFFICER IN WRITING.

5 DEMOLITION OF STRUCTURAL ITEMS INDICATED ON THE

ARCHITECTURAL DRAWINGS IS NOT INTENDED TO INCLUDE

ALL NECESSARY DEMOLITION WORK FOR THESE ITEMS.

REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL

INFORMATION.

6 DIMENSIONS INDICATED FOR NEW WORK ARE TO FACE OF

MASONRY OR FACE OF EXISTING SURFACES UNLESS

OTHERWISE NOTED.

7 STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH

EACH OTHER, AND AT ONCE, REPORT TO THE ARCHITECT ANY

ERRORS AND INCONSISTENCIES OR OMISSIONS DISCOVERED.

ANY CONSTRUCTION ACTIVITY PERFORMED KNOWING IT

INVOLVES A RECOGNIZED ERROR, INCONSISTENCY OR

OMISSION IN THE CONTRACT DOCUMENTS WITHOUT SUCH

NOTICE TO THE ARCHITECT, THE CONTRACTOR WILL ASSUME

RESPONSIBILITY FOR SUCH PERFORMANCE AND WILL BEAR

THE AMOUNT OF THE COST OF THE CONSTRUCTION.

SH SHINGLES / SINGLE HUNG

SIM SIMILAR

SPC SUSPENDED PLASTER CEILING

SPEC SPECIFICATION

SQ SQUARE

STD STANDARD

STOR STORAGE

STR STRAIGHT STRIKE / STRINGERS

SUSP SUSPENDED

T&B TOP AND BOTTOM

TEL TELEPHONE

THRES THRESHOLD

THRU THROUGH

TOS TOP OF SLAB / STEEL

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

V VOLT

VAR VARIATION

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VENT VENTILATION / VENTILATOR

VERT VERTICAL

VEST VESTIBULE

VS VENT STACK

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WASTE / WATT / WEST / WIDE

W/ WITH

W/O WITHOUT

WC WATER CLOSET / WALL COVERING

WD WOOD

WH WATER HEATER

WP WATERPROOFING/WEATHERPROOF/WORKING PT

WSCT WAINSCOT

WT WEIGHT

WWF WELDED WIRE FABRIC

XRMR TRANSFORMER

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OA OUTSIDE AIR

OC ON CENTER

OD OUTSIDE DIAMETER / DIMENSION

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPT OPTIONAL

PCT PERCENT

PEJ PREMOLDED EXPANSION JOINT

PL PROPERTY LINE

PLYWD PLYWOOD

PNL PANEL

PRELIM PRELIMINARY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT

QT QUARRY TILE

R RADUIS / RISER

RB RESILIENT BASE

RD ROOF DRAIN / ROAD

REFL REFLECT

REINF REINFORCE

REQD REQUIRED

REV REVISION

RF RESILIENT FLOORING

RL ROOF LEADER

RM ROOM

RND ROUND

RO ROUGH OPENING

RS ROUGH SAWN

RT RIGHT

S SOUTH

SAPC SUSPENDED ACOUSTICAL PANEL CEILING

SCHED SCHEDULE

SECT SECTION

SF SQUARE FOOT

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GFCI GOVERNMENT FURNISHED CONTRACTOR

INSTALLED

GFGI GOVERNMENT FURNISHED GOVERNMENT

INSTALLED

GL GLASS / GROUND LEVEL

GR GROSS

GSU GLAZED STRUCTURAL UNIT

GYP GYPSUM

H HIGH

HB HOSE BIB

HDW HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

HVY HEAVY

ID INSIDE DIAMETER

INSUL INSULATION / INSULATED

INT INTERIOR

J-BOX JUNCTION BOX

JAN JANITOR CLOSET

LAV LAVATORY

LB POUND

LT LIGHT

MACH MACHINE

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFG MANUFACTURING

MIN MINIMUM / MINUTE

MISC MISCELLANEOUS

ML MATCH LINE

MO MASONRY OPENING / MOTOR OPERATED

MTD MOUNTED

MTG MOUNTING / MEETING

MTL METAL

MWP MEMBRANE WATERPROOFING

N NORTH

CPT CARPET / COMMON PATH OF TRAVEL

CT CERAMIC TILE

CTR CENTER

D DEPTH / DEEP

DEG DEGREE

DEMO DEMOLITION

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DR DRAIN

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

E EAST

EA EACH

EIFS EXTERIOR INSULATION & FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC / ELECTRICAL

EPDM ETHLENE PROPYLENE DIEN MONOMER

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION / EXPOSED / EXPAND

EXT EXTERIOR

FD FLOOR DRAIN

FDTN FOUNDATION

FF FINISH FACE

FG FIGURE

FHC FIRE HOUSE CABINET

FIN FLR FINISHED FLOOR

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUB / FACE OF SLAB

FR FRAME / FIRE RATING / FIRE RESISTANT

FT FOOT, FEET

FTG FOOTING

AB ANCHOR BOLT

ACS PNL ACCESS PANEL

ADJ ADJUST

ALT ALTERNATE, ALTITUDE

ALUM ALUMINUM

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECT

ASPH ASPHALT

ATC ACOUSTICAL TILE CEILING

BD BOARD

BLDG BUILDING

BLW BELOW

BM BEAM

BOS BOTTOM OF SLAB / STEEL

BOT BOTTOM

BRG BEARING

BSMT BASEMENT

BTWN BETWEEN

C TO C CENTER TO CENTER

CAB CABINET

CEM CEMENT

CER CERAMIC

CI CAST IRON

CIP CAST IRON PIPE

CJ CONTROL / CONSTRUCTION JOINT

CLG CEILING

CLG REG CEILING REGISTER

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CND CONDUIT

CNDS CONDENSATE

CNSTR CONSTRUCTION

CNTR CNTR

CO CLEANOUT

COL COLUMN

CONC CONCRETE

CONN CONNECT

CONT CONTINUE / CONTINUOUS

CORR CORRIDOR

ARCHITECTURAL ABBREVIATIONS

GENERAL ARCHITECTURAL NOTES

AE101

5'-0" 5'-0"EQ EQ

AE501

2'- 3 1

/2"

AE501

OPH

EXISTING SIDEWALK

30'-0" 14'-9" 4'-0 3/4" 29'-10 1/2" 4'-0 3/4" 8'-6"

'-0

NOTE: FIELD VERIFY

DIMENSIONS, TYPICAL

CL CL CL

'-0

7'-

'-1

0 1 /4"

1'- 3"

8'- 4"

2'- 3 1

/4"

30'-0"

FIRST FLOOR

0' - 0"

TOP OF LANDING TO HOPPER

HALL

EXISTING

CONCRETE RAMP

EXISTING CONCRETE STAIR

EXISTING CONCRETE LANDING

AE501

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

O F

Y N

G S

M S

C O

M M

DRAWFORM REVISION: 14 SEP 2023

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

L F

ILI

D-

O C

A, V

C H

, V A

AS NOTED

6/ 7/

C :\U se rs

\a nn e.

pa rta m ia n\

D oc um en ts \B

-1

-A -R

_a nn e.

pa rta m ia n.

rv t

AE101

O R

N , E

N S

CBM

12910069

ADP JS

05/17/2024

E N

C E

R W

-H O

CBM

1799923

H , V

O C

A, D

KPS

HSDC

O C

Approved by ROBERT PEED, FACILITIES DIRECTOR, with NSWC DAM NECK, via Email.

SCALE: 3/16" = 1'-0"C1 STAIR PLAN

HOPPER

HALL

PLAN

NORTH

1/2" = 1' - 0" 0 1' 5'6" 2' 3' 4'

3/16" = 1' - 0" 0 5' 10' 20'

1/8" = 1' - 0" 0 5' 10' 15' 30'

GRAPHIC SCALE(S)

KEY PLAN

KEYNOTES

GENERAL SHEET NOTES

SCALE: 3/16" = 1'-0"

AE101 B1 BLDG ELEVATION - SOUTH

1 PROVIDE PATCH AND REPAIR FOR EXISTING CONCRETE STAIR, RAMP,

WALLS, AND CURBS AT SPALLING AREAS. REFER TO STRUCTURAL

DRAWINGS.

2 INSTALL HIGH-PERFORMANCE, SLIP-RESISTANT, COLORED, COATING ON

STAIRS AND SIDEWALLS

3 SURFACE-MOUNTED GUARDRAIL SYSTEM WITH HANDRAIL. SEE A5/AE101.

4 PROVIDE SURFACE-MOUNTED POST AT AREA WHERE ORIGINAL RAILING

ATTACHED TO WALL, PATCH AND REPAIR HOLES AT WALL.. ENSURE

WATER-TIGHT PATCH.

5 PROVIDE CLEAR-COATED, SLIP-RESISTANT COATING ON CONCRETE

WALKING SURFACE

6 PROVIDE SURFACE MOUNTED GUARDRAIL AT LANDINGS. SEE A3/AE101

7 EXISTING LANDING

8 SURFACE-MOUNTED INTERMEDIATE HANDRAIL. SEE A2/AE101

AREA OF WORK

1. GC SHALL VERIFY EXISTING CONDITIONS PIOR TO BEGINNING WORK.

2. GC SHALL COORDINATE WORK WITH STRUCTURAL DRAWINGS.

3. RAILINGS SHALL BE SURFACE-MOUNTED TO CURBS OR STAIRS. REFER TO

STRUCTURAL DRAWINGS FOR ATTACHMENT DETAILS.

FIRST FLOOR

FIELD VERIFY

1'-9 3/8"

F.V.

10 1/2"

FIELD VERIFY

2'-8"

FIRST FLOOR

0' - 0"

3'- 0"

SEE STRUCTURAL FOR

CONNECTION DETAILS, TYPICAL

EXISTING CONCRETE STAIR WITH

SPALLING REPAIRS.

AE501

SEE STRUCTURAL FOR

POST CONNECTIONS, TYP

4" M

S.S. MULTILINE

RAILING SYSTEM

3 3 /4"

4" M

SEE STRUCTURAL

FOR CONNECTION

DETAIL, TYP.

3'- 6"

2'- 6"

EXISTING RAMP / STAIR

NEW CURB. REFER TO

STRUCTURAL FOR DETAIL ON

TIEING EXISTING CONCRETE

TO NEW CONCRETE CURB

S.S. ROD, MULTILINE

RAILING SYSTEM

EXISTING CONCRETE

4" M

, T

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

O F

Y N

G S

M S

C O

M M

DRAWFORM REVISION: 14 SEP 2023

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

L F

ILI

D-

O C

A, V

C H

, V A

AS NOTED

6/ 7/

C :\U se rs

\a nn e.

pa rta m ia n\

D oc um en ts \B

-1

-A -R

_a nn e.

pa rta m ia n.

rv t

AE501

CBM

12910070

ADP JS

05/17/2024

E N

C E

R W

-H O

CBM

1799923

H , V

O C

A, D

KPS

HSDC

O C

Approved by ROBERT PEED, FACILITIES DIRECTOR, with NSWC DAM NECK, via Email.

3/4" = 1' - 0" 0 1' 5'6" 2' 3' 4'

GRAPHIC SCALE(S)

SCALE: 3/4" = 1'-0"

AE101 A1 GUARD/HAND RAIL - STAIR SIDE

SCALE: 3/4" = 1'-0"

AE101 C1 INTERMEDIATE HAND RAIL - STAIR CENTER

SCALE: 3/4" = 1'-0"

AE101 A4 GUARDRAIL POST

SCALE: 3/4" = 1'-0"

AE501 C4 GUARDRAIL @ WALL

SCALE: 3/4" = 1'-0"

AE101 B4 HANDRAIL SECTION

Attachment 8.4 – Specifications

()*+,--./.012/34�3//.*.,+�(-0�3)+5

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DEMO/ REPAI R EXT MAI N ENTRANCE STAI R TO HOPPER HALL 1799923

NAS OCEANA, DAM NECK ANNEX

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 45 35 11/ 20 SPECI AL I NSPECTI ONS

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00 08/ 22 DEMOLI TI ON

DI VI SI ON 03 - CONCRETE

03 30 53 05/ 14 MI SCELLANEOUS CAST- I N- PLACE CONCRETE

DI VI SI ON 05 - METALS

05 05 20 05/ 22 POST- I NSTALLED CONCRETE AND MASONRY

ANCHORS

05 12 00 08/ 18, CHG 2: 05/ 21 STRUCTURAL STEEL

05 73 00 05/ 24 DECORATI VE METAL RAI LI NGS

DI VI SI ON 09 - FI NI SHES

09 96 00 11/ 14 HI GH- PERFORMANCE COATI NGS

- - End of Pr oj ect Tabl e of Cont ent s - -

DOCUMENT PROJECT Page 1 May 24, 2024

SECTI ON 01 45 35

SPECI AL I NSPECTI ONS

11/ 20

PART 1 GENERAL

1. 1 REFERENCES

The publ i cat i ons l i s t ed bel ow f or m a par t of t hi s speci f i cat i on t o t he ext ent r ef er enced. The publ i cat i ons ar e r ef er r ed t o wi t hi n t he t ext by t he basi c desi gnat i on onl y.

I NTERNATI ONAL CODE COUNCI L ( I CC)

I CC I BC ( 2021) I nt er nat i onal Bui l di ng Code

1. 2 GENERAL REQUI REMENTS

Per f or m Speci al I nspect i ons i n accor dance wi t h t he St at ement of Speci al I nspect i ons, Schedul e of Speci al I nspect i ons and Chapt er 17 of I CC I BC.

The St at ement of Speci al I nspect i ons and Schedul e of Speci al I nspect i ons ar e i ncl uded as an at t achment t o t hi s speci f i cat i on. Speci al I nspect i ons ar e t o be per f or med by an i ndependent t hi r d par t y and ar e i nt ended t o ensur e t hat t he wor k of t he Pr i me Cont r act or i s i n accor dance wi t h t he Cont r act Document s and appl i cabl e bui l di ng codes. Speci al i nspect i ons do not t ake t he pl ace of t he t hr ee phases of cont r ol i nspect i ons per f or med by t he Cont r act or ' s QC Manager or any t est i ng and i nspect i ons r equi r ed by ot her sect i ons of t he speci f i cat i ons.

1. 3 DEFI NI TI ONS

1. 3. 1 Cont i nuous Speci al I nspect i ons

Cont i nuous Speci al I nspect i ons i s t he const ant moni t or i ng of speci f i c t asks by a speci al i nspect or . These i nspect i ons must be car r i ed out cont i nuousl y over t he dur at i on of t he par t i cul ar t asks.

1. 3. 2 Per f or m

Per f or m t hese Speci al I nspect i ons t asks f or each wel ded j oi nt or member .

1. 3. 3 Obser ve

Obser ve t hese Speci al I nspect i ons i t ems on a per i odi c dai l y basi s.

Oper at i ons need not be del ayed pendi ng t hese i nspect i ons.

1. 3. 4 Speci al I nspect or ( SI )

A qual i f i ed per son r et ai ned by t he Cont r act or and appr oved by t he Cont r act i ng Of f i cer as havi ng t he compet ence necessar y t o i nspect a par t i cul ar t ype of const r uct i on r equi r i ng Speci al I nspect i ons. The SI must be an i ndependent t hi r d par t y hi r ed di r ect l y by t he Pr i me Cont r act or .

1. 3. 5 Associ at e Speci al I nspect or ( ASI )

A qual i f i ed per son who assi st s t he SI i n per f or mi ng Speci al I nspect i ons but must per f or m i nspect i on under t he di r ect super vi s i on of t he SI and

SECTI ON 01 45 35 Page 1 May 24, 2024 cannot per f or m i nspect i ons wi t hout t he SI on si t e.

1. 3. 6 Thi r d Par t y

A Speci al i nspect or must not be an empl oyee of t he Cont r act or or of any Sub- Cont r act or per f or mi ng t he wor k t o be i nspect ed.

1. 3. 7 Speci al I nspect or of Recor d ( SI OR) A l i censed engi neer i n r esponsi bl e char ge of super vi s i on of al l speci al i nspect or s f or t he pr oj ect and appr oved by t he Cont r act i ng Of f i cer . The SI OR must be an i ndependent t hi r d par t y ent i t y hi r ed di r ect l y by t he Pr i me Cont r act or . 1. 3. 8 Cont r act i ng Of f i cer

The Gover nment of f i c i al havi ng over al l aut hor i t y f or admi ni st r at i ve cont r act i ng act i ons. Cer t ai n cont r act i ng act i ons may be del egat ed t o t he Cont r act i ng Of f i cer ' s Repr esent at i ve ( COR) .

1. 3. 9 Cont r act or ' s Qual i t y Cont r ol ( QC) Manager

An i ndi v i dual r et ai ned by t he Pr i me Cont r act or and qual i f i ed i n accor dance wi t h t he Sect i on 01 45 00. 20 QUALI TY CONTROL havi ng t he over al l r esponsi bi l i t y f or t he Cont r act or ' s QC or gani zat i on.

1. 3. 10 St r uct ur al Engi neer of Recor d ( SER)

A r egi st er ed desi gn pr of essi onal empl oyed by t he Gover nment r esponsi bl e f or t he over al l desi gn and r evi ew of submi t t al document s pr epar ed by ot her s. The SER i s r egi st er ed or l i censed t o pr act i ce t hei r r espect i ve desi gn pr of essi on as def i ned by t he st at ut or y r equi r ement s of t he pr of essi onal r egi st r at i on l aws i n t he st at e i n whi ch t he desi gn pr of essi onal wor ks. The SER i s al so r ef er r ed t o as t he Engi neer of Recor d ( EOR) i n desi gn code document s.

1. 3. 11 St at ement of Speci al I nspect i ons ( SSI )

A document devel oped by t he SER i dent i f y i ng t he mat er i al , syst ems, component s and wor k r equi r ed t o have Speci al I nspect i ons. Thi s st at ement i s i ncl uded at t he end of t hi s speci f i cat i on.

1. 3. 12 Schedul e of Speci al I nspect i ons ( SSI )

A schedul e whi ch l i s t s each of t he r equi r ed Speci al I nspect i ons, t he ext ent t o whi ch each Speci al I nspect i on i s t o be per f or med, and t he r equi r ed f r equency f or each i n accor dance wi t h I CC I BC Chapt er 17. Thi s schedul e i s i ncl uded at t he end of t hi s speci f i cat i on.

1. 3. 13 Def i nabl e Feat ur e of Wor k ( DFOW)

An i nspect i on gr oup t hat i s separ at e and di st i nct f r om ot her i nspect i on gr oups, havi ng i nspect i on r equi r ement s or i nspect or s t hat ar e uni que.

1. 4 SUBMI TTALS

Gover nment appr oval i s r equi r ed f or submi t t al s wi t h a " G" or " S" c l assi f i cat i on. Submi t t al s not havi ng a " G" or " S" c l assi f i cat i on ar e f or Cont r act or Qual i t y Cont r ol appr oval . Submi t t he f ol l owi ng i n accor dance wi t h Sect i on 01 33 00 SUBMI TTAL PROCEDURES:

SD- 01 Pr econst r uct i on Submi t t al s

SECTI ON 01 45 35 Page 2 May 24, 2024

Speci al I nspect i ons; GSpeci al I nspect i ons Agency' s Wr i t t en NDT Pr act i ces wi t h met hod and evi dence of r egul ar equi pment cal i br at i on wher e appl i cabl e

SD- 06 Test Repor t s

Speci al I nspect i ons Dai l y Repor t s

Speci al I nspect i ons Bi weekl y Repor t s

SD- 07 Cer t i f i cat es

AI SC Cer t i f i ed St eel Fabr i cat or

Cer t i f i cat e of Compl i ance

Speci al I nspect or Qual i f i cat i ons; G

Qual i f i cat i on Recor ds f or NDT t echni c i ans

SD- 11 Cl oseout Submi t t al s

I nt er i m Repor t of Speci al I nspect i ons f or Each DFOW; G

Compr ehensi ve Fi nal Repor t of Speci al I nspect i ons; G

1. 5 SPECI AL I NSPECTOR QUALI FI CATI ONS

Submi t qual i f i cat i ons f or each speci al i nspect or .

1. 5. 1 St eel Const r uct i on and Hi gh St r engt h Bol t i ng

1. 5. 1. 1 Speci al I nspect or

a. I CC St r uct ur al St eel and Bol t i ng Speci al I nspect or cer t i f i cat e wi t h one year of r el at ed exper i ence, or

b. Regi st er ed Pr of essi onal Engi neer wi t h t hr ee year s of r el at ed exper i ence

1. 5. 1. 2 Associ at e Speci al I nspect or

Engi neer - I n- Tr ai ni ng wi t h one year of r el at ed exper i ence.

1. 5. 2 Wel di ng St r uct ur al St eel

1. 5. 2. 1 Speci al I nspect or

a. I CC St r uct ur al Wel di ng Speci al I nspect or cer t i f i cat e wi t h one year of r el at ed exper i ence, or

b. AWS Cer t i f i ed Wel di ng I nspect or

1. 5. 2. 2 Associ at e Speci al I nspect or

AWS Cer t i f i ed Associ at e Wel di ng I nspect or

SECTI ON 01 45 35 Page 3 May 24, 2024

1. 5. 3 Nondest r uct i ve Test i ng of Wel ds

1. 5. 3. 1 Speci al I nspect or

NDT Level I I I Cer t i f i cat e

1. 5. 3. 2 Associ at e Speci al I nspect or

NDT Level I I Cer t i f i cat e pl us one year of r el at ed exper i ence

1. 5. 4 Concr et e Const r uct i on

1. 5. 4. 1 Speci al I nspect or

a. I CC Rei nf or ced Concr et e Speci al I nspect or Cer t i f i cat e wi t h one year of r el at ed exper i ence, or

b. ACI Concr et e Const r uct i on Speci al I nspect or , or

c. Regi st er ed Pr of essi onal Engi neer wi t h t hr ee year s of r el at ed exper i ence

1. 5. 4. 2 Associ at e Speci al I nspect or

a. ACI Concr et e Const r uct i on Speci al I nspect or i n Tr ai ni ng, or

b. Engi neer - I n- Tr ai ni ng wi t h one year of r el at ed exper i ence

PART 2 PRODUCTS

2. 1 FABRI CATOR SPECI AL I NSPECTI ONS

Speci al I nspect i ons of f abr i cat or ' s wor k per f or med i n t he f abr i cat or ' s shop i s r equi r ed t o be i nspect ed i n accor dance wi t h t he St at ement of Speci al I nspect i ons and t he Schedul e of Speci al I nspect i ons unl ess t he f abr i cat or i s cer t i f i ed by t he appr oved agency t o per f or m such wor k wi t hout Speci al I nspect i ons. Submi t t he f ol l owi ng cer t i f i cat i on t o t he Cont r act i ng Of f i cer f or i nf or mat i on t o al l ow wor k per f or med i n t he f abr i cat or ' s shop t o not be subj ect ed t o Speci al I nspect i ons.

AI SC Cer t i f i ed St eel Fabr i cat or .

At t he compl et i on of f abr i cat i on, submi t a cer t i f i cat e of compl i ance, t o be i ncl uded wi t h t he compr ehensi ve f i nal r epor t of Speci al I nspect i ons, st at i ng t hat t he mat er i al s suppl i ed and wor k per f or med by t he f abr i cat or ar e i n accor dance wi t h t he const r uct i on document s.

PART 3 EXECUTI ON

3. 1 RESPONSI BI LI TI ES

3. 1. 1 Qual i t y Cont r ol Manager

a. Super vi se al l Speci al I nspect or s r equi r ed by t he Cont r act Document s and t he I BC.

b. Ver i f y t he qual i f i cat i ons of al l of t he Speci al I nspect or s.

c. Ver i f y t he qual i f i cat i ons of f abr i cat or s.

SECTI ON 01 45 35 Page 4 May 24, 2024

d. Mai nt ai n a 3- r i ng bi nder f or t he Speci al I nspect or ' s dai l y and bi weekl y r epor t s. Thi s f i l e must be l ocat ed i n a conspi cuous pl ace i n t he pr oj ect t r ai l er / of f i ce t o al l ow r evi ew by t he Cont r act i ng Of f i cer and t he SER.

e. Mai nt ai n a r ewor k i t ems l i s t t hat i ncl udes di scr epanci es not ed on t he Speci al I nspect or s dai l y r epor t .

3. 1. 2 Speci al I nspect or s

a. I nspect al l el ement s of t he pr oj ect f or whi ch t he speci al i nspect or i s qual i f i ed t o i nspect and ar e i dent i f i ed i n t he Schedul e of Speci al I nspect i ons.

b. At t end pr epar at or y phase meet i ngs r el at ed t o t he Def i nabl e Feat ur e of Wor k ( DFOW) f or whi ch t he speci al i nspect or i s qual i f i ed t o i nspect .

c. Submi t Speci al I nspect i ons agency' s wr i t t en NDT pr act i ces f or t he moni t or i ng and cont r ol of t he agency' s oper at i ons t o i ncl ude t he f ol l owi ng:

( 1) The agency' s pr ocedur es f or t he sel ect i on and admi ni st r at i on of i nspect i on per sonnel , descr i bi ng t he t r ai ni ng, exper i ence and exami nat i on r equi r ement s f or qual i f i cat i ons and cer t i f i cat i on of i nspect i on per sonnel .

( 2) The agency' s i nspect i on pr ocedur es, i ncl udi ng gener al i nspect i on, mat er i al cont r ol s, and vi sual wel di ng i nspect i on.

d. Submi t qual i f i cat i on r ecor ds f or nondest r uct i ve t est i ng ( NDT) t echni c i ans desi gnat ed f or t he pr oj ect .

e. Submi t NDT pr ocedur es and equi pment cal i br at i on r ecor ds f or NDT t o be per f or med and equi pment t o be used f or t he pr oj ect .

f . Submi t a copy of t he dai l y r epor t s t o t he QC Manager .

g. Repor t di scr epanci es t hat ar e obser ved dur i ng Speci al I nspect i ons t o t he QC Manager f or cor r ect i on. I f di scr epanci es ar e not cor r ect ed bef or e t he speci al i nspect or l eaves t he si t e t he obser ved di scr epanci es must be document ed i n t he dai l y r epor t .

h. Submi t a bi weekl y Speci al I nspect i on Repor t unt i l al l i nspect i ons ar e compl et e. A r epor t i s r equi r ed f or each bi weekl y per i od i n whi ch Speci al I nspect i ons act i v i t y occur s, and must i ncl ude t he f ol l owi ng:

( 1) A br i ef summar y of t he wor k per f or med dur i ng t he r epor t i ng t i me f r ame.

( 2) Changes and di scr epanci es wi t h t he dr awi ngs, speci f i cat i ons t hat wer e obser ved dur i ng t he r epor t i ng per i od.

( 3) Di scr epanci es whi ch wer e r esol ved or cor r ect ed.

( 4) A l i s t of nonconf or mi ng i t ems r equi r i ng r esol ut i on.

( 5) Al l appl i cabl e t est r esul t i ncl udi ng nondest r uct i ve t est i ng r epor t s.

i . At t he compl et i on of each DFOW r equi r i ng Speci al I nspect i ons, submi t

SECTI ON 01 45 35 Page 5 May 24, 2024 an i nt er i m r epor t of Speci al I nspect i ons t hat document s t he Speci al I nspect i ons compl et ed f or t hat DFOW. I dent i f y t he i nspect or r esponsi bl e f or each i t em i nspect ed and cor r ect i ons of al l di scr epanci es not ed i n t he dai l y r epor t s. The i nt er i m r epor t of Speci al I nspect i ons must be si gned, dat ed and i ndi cat e t he cer t i f i cat i on of t he speci al i nspect or qual i f y i ng t hem t o conduct t he i nspect i on.

j . At t he compl et i on of t he pr oj ect submi t a compr ehensi ve f i nal r epor t of Speci al I nspect i ons t hat document s t he Speci al I nspect i ons compl et ed f or t he pr oj ect and cor r ect i ons of al l di scr epanci es not ed i n t he dai l y r epor t s. The compr ehensi ve f i nal r epor t of Speci al I nspect i ons must be si gned, dat ed and i ndi cat e t he cer t i f i cat i on of t he speci al i nspect or qual i f y i ng t hem t o conduct t he i nspect i on.

3. 2 DEFECTI VE WORK

Check wor k as i t pr ogr esses, but f ai l ur e t o det ect any def ect i ve wor k or mat er i al s must i n no way pr event l at er r ej ect i on i f def ect i ve wor k or mat er i al s ar e di scover ed, nor obl i gat e t he Cont r act i ng Of f i cer t o accept such wor k.

- - End of Sect i on - -

SECTI ON 01 45 35 Page 6 May 24, 2024

SECTI ON 02 41 00

DEMOLI TI ON

08/ 22

PART 1 GENERAL

1. 1 REFERENCES

AMERI CAN SOCI ETY OF SAFETY PROFESSI ONALS ( ASSP)

ASSP A10. 6 ( 2006) Saf et y & Heal t h Pr ogr am Requi r ement s f or Demol i t i on Oper at i ons - Amer i can Nat i onal St andar d f or Const r uct i on and Demol i t i on Oper at i ons

U. S. ARMY CORPS OF ENGI NEERS ( USACE)

EM 385- 1- 1 ( 2014) Saf et y - - Saf et y and Heal t h Requi r ement s Manual

U. S. NATI ONAL ARCHI VES AND RECORDS ADMI NI STRATI ON ( NARA)

40 CFR 61 Nat i onal Emi ssi on St andar ds f or Hazar dous Ai r Pol l ut ant s

1. 2 PROJECT DESCRI PTI ON

1. 2. 1 Def i ni t i ons

1. 2. 1. 1 Demol i t i on

Demol i t i on i s t he pr ocess of t ear i ng apar t and r emovi ng any f eat ur e of a f aci l i t y t oget her wi t h any r el at ed handl i ng and di sposal oper at i ons.

1. 2. 1. 2 Deconst r uct i on

Deconst r uct i on i s t he pr ocess of t aki ng apar…

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