ATTACHMENT_B_SP366_1487319_DWGS.pdf

PDF 5 MB Posted Feb 2, 2021

Attached to: REPLACE HVAC, BLDG SP-366
Solicitation number: N4008521R0046
Issued by: Department of the Navy Naval Facilities Engineering Command

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Other files

File	Type	Posted
N40085-21-R-0046 Amendment 0001.pdf	PDF	Feb 25, 2021
ATTACHMENT_I_Site Vist Log.pdf	PDF	Feb 25, 2021
ATTACHMENT_K_Design Revision 01.pdf	PDF	Feb 25, 2021
ATTACHMENT_J_PPI Responses.pdf	PDF	Feb 25, 2021
General Requirements.pdf	PDF	Feb 2, 2021
ATTACHMENT_E_ODP.xls	XLS spreadsheet	Feb 2, 2021
ATTACHMENT_C_Wage Determination.pdf	PDF	Feb 2, 2021
ATTACHMENT_F_Pre-Proposal_Inquiry_Form 1516511.xls	XLS spreadsheet	Feb 2, 2021
ATTACHMENT_A_SP366_1487319_SPEC.pdf	PDF	Feb 2, 2021
ATTACHMENT_H_Provision 52.204-24.pdf	PDF	Feb 2, 2021
ATTACHMENT_G_PRICE PROPOSAL.pdf	PDF	Feb 2, 2021
ATTACHMENT_D_SECNAV_ 5512_1.pdf	PDF	Feb 2, 2021

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BUILDING SP-366

NAVAL STATION - NORFOLK VIRGINIA

NAVAL FACILITIES ENGINEERING COMMAND MID-ATLANTIC

PUBLIC WORKS DEPARTMENT NORFOLK

FACILITIES ENGINEERING AND ACQUISITION DIVISION

NORFOLK, VIRGINIA

HVAC REPLACEMENT

03/30/2020

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

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 C

O M

DRAWFORM REVISION: 06 APRIL 2017

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

N R

- P

W D

N O

, V

S.M. SWEENEY, P.E.

N O

N N

O R

, V

AS NOTED

G-001

B U

S P

-3

R E

C E

H V

A C

S Y

ALP

12,819,579

EJS EJS

6/15/2020

KIRK STEVENS

LILY LI, P.E.

1487319

N/A

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

58 460

PORTSMOUTH

U.S. ARMY CRANEY

ISLAND DISPOSAL AREA

NANSEMOND RIVER

WESTERN BRANCH

CRANEY ISLAND

NAVY DEPOT

PROJECT SITE

NORTH NORTH

BELLINGER BLVD

SP-364

SP-250

SP-362 SP-257

BELLINGER BLVD

B STR

EET

A STREETA STREET A STREET

SP-383

-2

SP-381

SP-384

SP-10

SP-124

SP-15

SP-366

PROJECT

SITE

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

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 C

O M

DRAWFORM REVISION: 06 APRIL 2017

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

N R

- P

W D

N O

, V

S.M. SWEENEY, P.E.

N O

N N

O R

, V

AS NOTED

G-002

B U

S P

-3

R E

C E

H V

A C

S Y

O F

ALP

12,819,580

EJS EJS

6/15/2020

KIRK STEVENS

LILY LI, P.E.

1487319

N/A

LIST OF SHEETSVICINITY MAP LOCATION MAP

SHEET NO. SHEET NAVFAC DWG. NO. SHEET TITLE

GENERAL

1 G-001 12,819,579 COVER SHEET

2 G-002 12,819,580 LIST OF SHEETS

3 G-101 12,819,581 OVERALL 1ST & 2ND FLOOR PLANS - EXISTING

4 G-102 12,819,582 OVERALL 1ST & 2ND FLOOR REFLECTED CEILING PLANS - EXISTING

HAZMAT

5 HM101 12,819,583 PARTIAL 1ST FLOOR PLAN - HAZMAT ABATEMENT WORK

STRUCTURAL

6 S-001 12,819,584 STRUCTURAL NOTES AND PLAN LEGEND

7 S-101 12,819,585 FOUNDATION AND GROUND FLOOR PLAN

ARCHITECTURE

8 A-001 12,819,586 ARCHITECTURAL SYMBOLS, LEGENDS, ABBREVIATIONS AND NOTES

9 AD101 12,819,587 OVERALL 1ST & 2ND FLOOR PLANS - DEMOLITION

10 AD102 12,819,588 OVERALL 1ST & 2ND FLOOR CEILING PLANS - DEMOLITION

11 AD401 12,819,589 PARTIAL PLANS AND PARTIAL CEILING PLANS - DEMOLITION

12 AD402 12,819,590 FIRE-RATED CEILING DETAILS - DEMOLITION

13 A-101 12,819,591 OVERALL 1ST & 2ND FLOOR PLANS - NEW WORK

14 A-102 12,819,592 OVERALL 1ST & 2ND FLOOR CEILING PLANS - NEW WORK

15 A-401 12,819,593 PARTIAL PLANS, ELEVATIONS, & DETAILS - NEW WORK

16 A-402 12,819,594 FIRE-RATED CEILING DETAILS - NEW WORK

FIRE PROTECTION

17 F-001 12,819,595 FIRE ALARM SYMBOLS, LEGEND, ABBREVIATIONS AND NOTES

18 F-101 12,819,596 FLOOR PLANS - FIRE SUPPRESSION

MECHANICAL

19 M-001 12,819,597 LEGEND, ABREVIATIONS AND NOTES

20 MD101 12,819,598 FIRST FLOOR PLAN - DEMOLITION

21 MD102 12,819,599 SECOND FLOOR PLAN - DEMOLITION

22 MD401 12,819,600 ENLARGED MECHANICAL ROOM PLAN - DEMOLITION

23 M-101 12,819,601 FIRST FLOOR PLAN - HVAC - NEW WORK

24 M-102 12,819,602 SECOND FLOOR PLAN - HVAC - NEW WORK

25 M-301 12,819,603 SECTIONS

26 M-302 12,819,604 SECTIONS

27 M-401 12,819,605 ENLARGED MECHANICAL ROOM PLANS

28 M-501 12,819,606 MECHANICAL DETAILS

29 M-502 12,819,607 MECHANICAL DETAILS

30 M-503 12,819,608 MECHANICAL DETAILS

31 M-504 12,819,609 MECHANICAL DETAILS

32 M-601 12,819,610 MECHANICAL SCHEDULES

33 M-602 12,819,611 MECHANICAL SCHEDULES

34 M-701 12,819,612 CONTROLS

35 M-702 12,819,613 CONTROLS

36 M-703 12,819,614 CONTROLS

37 M-704 12,819,615 CONTROLS

38 M-705 12,819,616 CONTROLS

ELECTRICAL

39 E-001 12,819,617 LEGEND, ABBREVIATIONS AND GENERAL NOTES

40 ED101 12,819,618 FIRST FLOOR DEMOLITION PLANS

41 ED102 12,819,619 SECOND FLOOR DEMOLITION PLANS

42 ED103 12,819,620 SECOND FLOOR DEMOLITION PLAN - POWER

43 ED401 12,819,621 PARTIAL FIRST FLOOR POWER PLAN - DEMOLITION

44 ED402 12,819,622 PARTIAL FIRST FLOOR LIGHTING PLAN - DEMOLITION

45 ED403 12,819,623 PARTIAL SECOND FLOOR LIGHTING PLAN - DEMOLITION

46 E-101 12,819,624 FIRST FLOOR NEW WORK PLANS

47 E-102 12,819,625 SECOND FLOOR NEW WORK PLANS

48 E-401 12,819,626 PARTIAL FIRST FLOOR POWER PLAN - MECHANICAL & FLIGHT TRAINER ROOMS

49 E-402 12,819,627 PARTIAL FIRST FLOOR POWER PLAN - COMPUTER & PUMPS ROOMS

50 E-403 12,819,628 PARTIAL FIRST FLOOR LIGHTING PLAN - NEW WORK

51 E-404 12,819,629 PARTIAL SECOND FLOOR LIGHTING PLAN - NEW WORK

52 E-405 12,819,630 PARTIAL SECOND FLOOR POWER PLAN

53 E-501 12,819,631 LIGHTING DETAILS

54 E-601 12,819,632 PANEL SCHEDULES

2 3 4 5 6 7 8 9 10 11

MECH/ELEC

OP FLIGHT TRAINER

PUMPS ROOM

COMPUTER ROOM

OFFICE STORAGE

COCKPIT TRAINER

106MEN'S

WOMEN'S

JAN

CORRIDOR

STAIR

2 3 4 5 6 7 8 9 10 11

LOW BAY ROOF BELOW

BRIEF RM 1

BRIEF RM 2

CORRIDOR

STAIR

OFFICE

STORAGE

LECTURE RM 1

LECTURE RM 2

OP FLIGHT TRAINER (BELOW)

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

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 C

O M

DRAWFORM REVISION: 06 APRIL 2017

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

N R

- P

W D

N O

, V

S.M. SWEENEY, P.E.

N O

N N

O R

, V

AS NOTED

G-101

B U

S P

-3

R E

C E

H V

A C

S Y

- E

ALP

12,819,581

EJS EJS

6/15/2020

KIRK STEVENS

LILY LI, P.E.

1487319

N/A

0 4' 8' 16'

PLAN

NORTH

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

OVERALL 1ST FLOOR PLAN - EXISTING

0 4' 8' 16'

PLAN

NORTH

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

OVERALL 2ND FLOOR PLAN - EXISTING

GENERAL SHEET NOTES

1 THE PLANS INCLUDED HERE ARE INTENDED FOR REFERENCE OF GENERAL

BUILDING LAYOUT AND EXISTING CONDITIONS PURPOSES ONLY, AND ARE NOT

INTENDED TO INDICATE WORK ITEMS.

2 THE SPACES INVOLVED IN THE WORK, AND THE SPECIFIC WORK REQUIRED

VARY BY DISCIPLINE. REFER TO DISCIPLINE SPECIFIC DRAWINGS FOR

LOCATIONS AND DESCRIPTIONS OF THESE WORK REQUIREMENTS.

2 3 4 5 6 7 8 9 10 11

OFFICE STORAGE

WOMEN'S

MEN'S

104 COCKPIT TRAINER

JAN

CORRIDOR

STAIR

MECH/ELEC

OP FLIGHT TRAINER

COMPUTER ROOM

PUMPS ROOM

2 3 4 5 6 7 8 9 10 11

OP FLIGHT TRAINER (BELOW)

BRIEF RM 1

BRIEF RM 2

CORRIDOR

STAIR

STORAGE

LECTURE RM 1

LECTURE RM 2

OFFICE

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

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 C

O M

DRAWFORM REVISION: 06 APRIL 2017

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

N R

- P

W D

N O

, V

S.M. SWEENEY, P.E.

N O

N N

O R

, V

AS NOTED

G-102

B U

S P

-3

R E

C E

H V

A C

S Y

ALP

12,819,582

EJS EJS

6/15/2020

KIRK STEVENS

LILY LI, P.E.

1487319

N/A

0 4' 8' 16'

PLAN

NORTH

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

OVERALL 1ST FLOOR CEILING PLAN - EXISTING

0 4' 8' 16'

PLAN

NORTH

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

OVERALL 2ND FLOOR REFLECTED CEILING PLAN - EXISTING

GENERAL SHEET NOTES

1 THE PLANS INCLUDED HERE ARE INTENDED FOR REFERENCE OF GENERAL

BUILDING LAYOUT AND EXISTING CONDITIONS PURPOSES ONLY, AND ARE NOT

INTENDED TO INDICATE WORK ITEMS.

2 THE SPACES INVOLVED IN THE WORK, AND THE SPECIFIC WORK REQUIRED

VARY BY DISCIPLINE. REFER TO DISCIPLINE SPECIFIC DRAWINGS FOR

LOCATIONS AND DESCRIPTIONS OF THESE WORK REQUIREMENTS.

2 3 5

CEILING THIS AREA ONLY:

INCLUDES 5/8" FIRE RETARDANT

GWB CEILING AND SCREW-TYPE

METAL FURRING ATTACHED TO

BOTTOM OF STRUCTURAL JOISTS.

BELOW THIS CEILING IS A

SUSPENDED ACOUSTIC CEILING,

WHICH IS NOT SHOWN HERE FOR

CLARITY, BUT IS SHOWN ON

AD102 AND AD401. REMOVE

EXISTING GWB CEILING AND

METAL FURRING COMPLETE IN

PREPARATION FOR REPLACEMENT

IN KIND. ASSUME PRESENCE OF

ASBESTOS CONTAMINATED

CEILING AND JOINT COMPOUND.

20' - 4" ±

EXISTING MECHANICAL

CHASE TO REMAIN, NIC.

EXPOSED TO STRUCTURE

ABOVE TO REMAIN, NIC.

MECH/ELEC

EXISTING STRUCTURAL BEAM

WITH GWB SHEATHEING TO

REMAIN, NIC.

10' - 3" ±

HAZMAT MATERIALS LEGEND

SUSPECTED ASBESTOS-

CONTAMINATED DUCTWORK

INSULATION

SUSPECTED ASBESTOS-

CONTAMINATED PIPE

INSULATION

SUSPECTED ASBESTOS-

CONTAMINATED GWB

JOINT COMPOUND

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

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 C

O M

DRAWFORM REVISION: 06 APRIL 2017

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

N R

- P

W D

N O

, V

S.M. SWEENEY, P.E.

N O

N N

O R

, V

AS NOTED

HM101

B U

S P

-3

R E

C E

H V

A C

S Y

1S T

O R

W O

ALP

12,819,583

EJS EJS

6/15/2020

KIRK STEVENS

LILY LI, P.E.

1487319

N/A

0 2' 4' 8'

PLAN

NORTH

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

PARTIAL 1ST FLOOR CEILING PLAN - MECH RM 108 - GWB CEILING -

HAZMAT ABATEMENT WORK

KEYPLAN

PLAN

NORTH

FLOOR 1

GENERAL HAZARDOUS MATERIALS NOTES

3 ASSUME PRESENCE OF ASBESTOS CONTAMINATED CEILING AND JOINT

COMPOUND FOUND IN THE GWB CEILING IN MECHANICAL ROOM 108, AND

ASBESTOS CONTAMINATED PIPE AND DUCT INSULATION IN MECHANICAL

ROOM 108. REFER TO THE ASSUMED QUANTITIES TABLE ON THIS SHEET

FOR ADDITIONAL INFORMATION ABOUT ABATEMENT OF ASBESTOS

CONTAMINATED MATERIALS IN THE PROJECT.

4 PRIOR TO ABATEMENT OF ANY HAZARDOUS MATERIALS, FIELD SAMPLING

AND LABORATORY ANALYSIS MUST BE CONDUCTED AS DESCRIBED IN THE

ASSUMED QUANTITIES TABLE ON THIS SHEET. HAZARDOUS MATERIALS

ANALYSIS REPORTS CORRESPONDING TO THIS TESTING IS REQUIRED TO BE

SUBMITTED TO THE GOVERNMENT FOR REVIEW.

5 ABATEMENT AND DISPOSAL OF LEAD AND ASBESTOS CONTAINING

MATERIALS MUST BE IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL

REGULATIONS. REFER TO SPECIFICATION SECTIONS 02 82 00 "ASBESTOS

REMEDIATION" AND 02 83 00 "LEAD REMEDIATION" FOR ADDITIONAL

HAZARDOUS MATERIALS PROJECT REQUIREMENTS.

6 REFER TO SHEET MD401 FOR ADDITIONAL MECHANICAL DEMOLITION

INFORMATION FOR MECHANICAL ROOM 108.

7 REFER TO SHEET AD402 FOR ADDITIONAL CEILIING DEMOLITION

INFORMATION FOR MECHANICAL ROOM 108.

1 LEAD AND ASBESTOS TESTING HAS NOT BEEN COMPLETED FOR ANY

MATERIALS OR BUILDING COMPONENTS LOCATED WITHIN THE PROJECT

AREAS OF BUILDING SP-366. HOWEVER, LEAD AND ASBESTOS TEST

REPORTS OF NEARBY NAVFAC FACILITIES WITH SIMILAR AGE AND

CONSTRUCTION TYPE HAVE CONFIRMED PRESENCE OF LEAD AND

ASBESTOS IN SELECT BUILDING COMPONENTS. THESE REPORTS FROM

OTHER NAVFAC FACILITIES ARE THE BASIS OF SEVERAL ASSUMED HAZMAT

CONDITIONS IN THIS PROJECT.

2 ASSUME PRESENCE OF LEAD-BASED PAINT ON ALL EXPOSED STEEL

STRUCTURAL SUPPORTS AND EXPOSED INTERIOR CMU WALLS. THE WORK

DOES NOT INCLUDE DIRECT MODIFICATIONS TO THESE BUILDING

COMPONENTS, BUT IS NOTED FOR PRECAUTIONARY PURPOSES IN THE

EVENT THAT INCIDENTAL RELATED WORK DISTURBS ANY PAINTED

SURFACES OF THESE COMPONENTS. ABATEMENT OF LEAD-BASED PAINT

ON THESE SURFACES WILL BE REQUIRED ONLY IF DISTURBED, AND WILL BE

LIMITED TO SURFACES WITHIN 6" OF DISTURBANCE.

HAZMAT ASSUMED QUANTITIES NOTES HAZMAT ASSUMED QUANTITIES TABLE

1 THE HAZMAT ASSUMED QUANTITIES TABLE IS INTENDED TO BE USED FOR

BIDDING PURPOSES.

2 THE HAZMAT ASSUMED QUANTITIES TABLE IS INTENDED TO REPRESENT

ONLY THE HAZARDOUS MATERIAL ABATEMENT PORTION OF THE WORK THAT

MAY NOT BE EASILY QUANTIFIED BASED ON PLAN VIEWS ON THIS DRAWING

ALONE. THE ASSUMED QUANTITIES DATA IS NOT INTENDED TO REPRESENT

ALL WORK INCLUDED IN THE PROJECT.

3 REFER TO SUBSEQUENT DRAWINGS AND SPECIFICATIONS FOR LOCATIONS

AND REQUIREMENTS OF ALL WORK ITEMS INCLUDED IN THE PROJECT THAT IS

NOT LISTED IN THE HAZMAT ASSUMED QUANTITIES TABLE.

4 IN THE EVENT THAT OTHER MATERIALS NOT IDENTIFIED IN THE HAZMAT

ASSUMED QUANTITIES TABLE ARE UNCOVERED AND SUSPECTED OF

HAZARDOUS CONTAMINATION, IMMEDIATELY STOP THE WORK AND NOTIFY

THE CONTRACTING OFFICER FOR FURTHER ACTION.

5 ASSUME ABATEMENT LINE ITEMS FOR ALL SUSPECTED

ASBESTOS-CONTAMINATED MATERIALS INCLUDES DISPOSABLE TOOLS, 2

SUITS, AND 1 RESPIRATOR PER WORKER PER DAY.

QTY UNITS WORK / ITEM DESCRIPTION

5 SAMPLES LEAD-PAINT TESTING & ANALYSIS, SUSPECTED LEAD-BASED PAINT ON

EXISTING STEEL JOISTS IN MECH RM 108

3 SAMPLES ASBESTOS TESTING & ANALYSIS, SUSPECTED CEILING AND JOINT

COMPOUND FOUND IN GWB CEILING IN MECH RM 108, 3 LAB TESTS

PER SAMPLE LOCATION

6 SAMPLES ASBESTOS TESTING & ANALYSIS, SUSPECTED DUCT INSULATION IN

MECH RM 108, 3 LAB TESTS PER SAMPLE LOCATION

6 SAMPLES ASBESTOS TESTING & ANALYSIS, SUSPECTED PIPE INSULATION IN

MECH RM 108, 3 LAB TESTS PER SAMPLE LOCATION

360 SF ABATEMENT OF SUSPECTED ASBESTOS-CONTAMINATED CEILING AND

JOINT COMPOUND.

500 SF ABATEMENT OF SUSPECTED ASBESTOS-CONTAMINATED DUCT

INSULATION.

400 LF ABATEMENT OF SUSPECTED ASBESTOS-CONTAMINATED PIPE

INSULATION, 4" DIAMETER.

400 LF ABATEMENT OF SUSPECTED ASBESTOS-CONTAMINATED PIPE

INSULATION, 4-8" DIAMETER.

200 LF ABATEMENT OF SUSPECTED ASBESTOS-CONTAMINATED PIPE

INSULATION, 10-12" DIAMETER.

W12X26

TOF X' - X" FRAMING SIZE

EXISTING FRAMING SIZE

TOP OF FOUNDATION

COLUMN GRID MARK

TOC X' - X" TOP OF CONCRETE

TOS X' - X" TOP OF STEEL

X" TOP OF SLAB

SPOT ELEVATION

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 C

O M

DRAWFORM REVISION: 17 APRIL 2018

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

O N

O R

, V A

AS NOTED

UNCLASSIFIED

S I

S-001

B U

S P

-3

R E

C E

H V

A C

S Y

DSG

12,819,584

KAD KAD

06/15/2020

KIRK STEVENS

LILY LI, P.E.

1487319

N/A

K , V

V A L S

L A N

D N

O R

L K

S.M. SWEENEY, P.E.

1 STRUCTURAL DRAWINGS MUST BE USED IN CONJUNCTION WITH DRAWINGS OF

ALL OTHER DISCIPLINES AND THE SPECIFICATIONS. VERIFY THE

REQUIREMENTS OF OTHER TRADES AS TO SLEEVES, CHASES, HANGERS,

INSERTS, ANCHORS, HOLES AND OTHER ITEMS TO BE PLACED OR SET IN THE

STRUCTURAL WORK AS WELL AS TO BE TEMPORARILY DISCONNECTED AND

RECONNECTED TO ALLOW FOR THE INSTALLATION OF THE STRUCTURAL WORK.

2 STRUCTURAL DRAWINGS HEREIN REPRESENT THE FINISHED STRUCTURE.

PROVIDE ALL TEMPORARY SHORING, TEMPORARY SUPPORTS, GUYING AND

BRACING REQUIRED TO ERECT AND HOLD THE STRUCTURE IN PROPER

ALIGNMENT UNTIL ALL STRUCTURAL WORK AND CONNECTIONS HAVE BEEN

COMPLETED. THE INVESTIGATION, DESIGN, SAFETY, ADEQUACY AND

INSPECTION OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC.,

IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

3 FIELD VERIFY DIMENSIONS, ELEVATIONS, INTERFERENCES AND OTHER

REQUIREMENTS NECESSARY FOR THE PROPER CONSTRUCTION AND

ALIGNMENT OF NEW PORTIONS OF THE STRUCTURE TO EXISTING. MAKE ALL

MEASUREMENTS NECESSARY FOR FABRICATION AND ERECTION OF

STRUCTURAL MEMBERS. DISCREPANCIES MUST BE BROUGHT TO THE

ATTENTION OF THE CONTRACTING OFFICER PRIOR TO ORDERING MATERIALS

OR BEGINNING WORK (CONSTRUCTION OR DEMOLITION).

4 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.

5 SHOP DRAWINGS MUST NOT BE REPRODUCTION OF CONTRACT DRAWINGS.

6 DO NOT HANG ITEMS FROM EXISTING STRUCTURE, UNLESS NOTED OTHERWISE.

GENERAL NOTES

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 NOTED OTHERWISE:

A. ACI 318-14, “BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE”

B. ACI 530-13, “BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES”

C. ANSI/AISC 360-10, “SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS”

D. ASCE 7-10, “MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER

STRUCTURES”

E. INTERNATIONAL BUILDING CODE 2015

F. INTERNATIONAL EXISTING BUILDING CODE 2015

G. UFC 1-200-01 (01 FEBRUARY 2018), “DOD BUILDING CODE”

H. UFC 3-301-01 (12 SEPTEMBER 2016), "STRUCTURAL ENGINEERING"

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

STANDARDS AT THE CONTRACT AWARD DATE

2 LIVE LOADS USED IN THE DESIGN OF THESE STRUCTURES ARE AS FOLLOWS:

A. 1ST FLOOR SLAB ON GRADE = 150 PSF

B. CORRIDORS, STORAGE, STAIRS = 100 PSF

C. GENERAL FLOOR AREA = 60 PSF

3 DESIGN LOAD CRITERIA, DETERMINED IN ACCORDANCE WITH UFC 3-301-01, IS AS

FOLLOWS:

A. BUILDING CRITERIA: RISK CATEGORY = II

B. SNOW LOADS:

-GROUND SNOW LOAD = 10 PSF

-EXPOSURE FACTOR, CE = 1.0

- THERMAL FACTOR, CT = 1.2

C. WIND LOADS:

- BASIC WIND SPEED = 118 MPH

- EXPOSURE CATEGORY = D

D. SEISMIC LOADS:

- SITE CLASS = D

- SEISMIC DESIGN CATEGORY = B

- SHORT PERIOD SPECTRAL RESPONSE ACCEL, SS = 0.10G

- 1.0 SEC SPECTRAL RESPONSE ACCELERATION, S1 = 0.05G

PLAN LEGEND

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

"SPECIFICATION FOR STRUCTURAL CONCRETE BUILDINGS".

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

COMPRESSIVE STRENGTH (UNLESS NOTED OTHERWISE) OF 4,000 PSI.

3 BEFORE PLACING CONCRETE, ALL EMBEDDED ITEMS MUST BE PROPERLY

LOCATED, ACCURATELY POSITIONED, AND MAINTAINED SECURELY IN PLACE.

DO NOT FIELD BEND BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE

UNLESS SPECIFICALLY INDICATED OR APPROVED BY THE CONTRACTING

OFFICER.

4 ALL EDGES OF PERMANENTLY EXPOSED CONCRETE SURFACES MUST BE

CHAMFERED 3/4" UNLESS NOTED OTHERWISE.

5 FORMWORK MUST REMAIN IN PLACE UNTIL CONCRETE HAS OBTAINED AT LEAST

70% OF ITS 28 DAY COMPRESSIVE STRENGTH. THE CONTRACTOR MUST

PROVIDE ALL SHORING AND RESHORING.

6 FINISH TOLERANCE OF ALL SLABS MUST BE IN ACCORDANCE WITH ACI 301,

CLASS A.

7 ALL CONCRETE MUST BE MECHANICALLY VIBRATED IN ACCORDANCE WITH

ASTM 309R.

8 ANCHOR RODS WITH UPSET THREADS ARE NOT ALLOWED.

9 CONSTRUCTION JOINTS (CJ) IN PADS MUST OCCUR PER SPECIFICATIONS. CJ'S

MUST HAVE FORMED POUR STOPS.

10 REFER TO THE MECHANICAL DRAWINGS FOR EXACT LOCATIONS AND

DIMENSIONS OF CONCRETE PADS.

1 REINFORCING MATERIALS MUST BE AS FOLLOWS:

A. REINFORCING BARS – ASTM A615, GRADE 60, DEFORMED

B. TIES AND STIRRUPS – ASTM A615, GRADE 40

2 PLACE REINFORCING STEEL IN ACCORDANCE WITH THE CONCRETE

REINFORCING STEEL INSTITUTE (CRSI) “MANUAL OF STANDARD PRACTICE”.

REINFORCING STEEL MUST NOT CONTAIN RUST, SCALE, OIL, GREASE, CLAY, OR

FOREIGN SUBSTANCES THAT WOULD REDUCE THE BOND. REMOVE LOOSE

RUST PRIOR TO PLACEMENT.

3 UNLESS NOTED OTHERWISE, THE FOLLOWING MINIMUM CONCRETE COVER

MUST BE PROVIDED FOR REINFORCEMENT, IN ACCORDANCE WITH

RECOMMENDATIONS IN ACI 318-14:

A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH = 3"

B. CONCRETE CAST IN FORMS AND EXPOSED TO EARTH OR WEATHER:

I. STRUCTURAL SLAB ON GRADE = 2”

II. #5 BAR, W31 OR D31 WIRE & SMALLER = 1-1/2"

4 EACH REINFORCING BAR MUST BE WIRED TO A CROSS BAR AT A MAXIMUM

SPACING OF 2’-0” ON CENTER.

5 DETAIL BARS IN ACCORDANCE WITH ACI DETAILING MANUAL, LATEST EDITION.

PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING IN

POSITIONS SHOWN. BAR SUPPORTS AND HOLDING BARS MUST BE PROVIDED

FOR ALL REINFORCING STEEL TO INSURE MINIMUM CONCRETE COVER. BAR

SUPPORTS MUST BE PLASTIC TIPPED OR STAINLESS STEEL.

6 SHOP DRAWINGS MUST BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION

AND DELIVERY OF REINFORCING STEEL.

7 ALL REINFORCING STEEL, DOWELS, ANCHORS RODS, AND OTHER HARDWARE

TO BE SET IN CONCRETE MUST BE TIED IN PACE PRIOR TO THE PLACEMENT OF

CONCRETE TO PREVENT DISPLACEMENT BEYOND PERMITTED TOLERANCES.

CAST-IN-PLACE CONCRETE NOTES

REINFORCING STEEL NOTES

STRUCTURAL ABBREVIATIONS

ADHESIVE THREADED ANCHOR NOTES

1 SUBMIT PRODUCT DATA FOR GOVERNMENT APPROVAL PRIOR TO ORDERING.

ALL ANCHORS MUST BE SUITABLE AND INDEPENDENTLY TESTED FOR USE IN

CRACKED AND UNCRACKED CONCRETE.

2 FOLLOW MANUFACTURER’S RECOMMENDATIONS INCLUDING THOSE FOR SAFE

HANDLING, MIXING, PLACEMENT, AND CURING OF ADHESIVE.

3 EPOXY ADHESIVE CHEMICAL ANCHORS MUST BE A TWO-COMPONENT, 100%

SOLIDS EPOXY BASED SYSTEM SUPPLIED IN MANUFACTURER'S STANDARD

CARTRIDGE AND DISPENSED THROUGH A STATIC-MIXING NOZZLE SUPPLIED BY

THE MANUFACTURER. ANCHORING ADHESIVE MUST HAVE BEEN TESTED AND

QUALIFIED FOR SEISMIC LOADING, DAMP HOLES, FREEZE THAW CONDITIONS,

AND FOR CRITICAL AND MAINIMUM EDGE DISTANCE AND SPACING.

4 EXISTING REINFORCING STEEL MUST BE POSITIVELY LOCATED BY

NON-DESTRUCTIVE MEANS PRIOR TO DRILLING HOLES. USE NON-REBAR

CUTTING DRILL BITS. DO NOT CUT EXISTING REINFORCING STEEL UNLESS

APPROVED BY THE CONTRACTING OFFICER. ASSUME A MINIMUM OF 10% OF

ANCHORS WILL REQUIRE OFFSET TO AVOID EXISTING REINFORCING (ASSUME 2'

OFFSET FOR BID).

5 ANY ANCHOR LOCATIONS THAT CANNOT COMPLY WITH THE PARAMETERS

STATED IN THE DRAWINGS, MUST BE BROUGHT TO THE ATTENTION OF THE

CONTRACTING OFFICER.

6 EPOXY MUST MEET THE MINIMUM REQUIREMENTS OF ASTM C881 FOR TYPE I, II,

III, IV, AND V, GRADE 3, CLASS B AND C, AND MUST DEVELOP A MINIMUM OF

12,650 PSI F'C (YIELD) AFTER 7 DAY CURE. EPOXY MUST HAVE A HEAT

DEFLECTION TEMPERATURE OF AT LEAST 136 DEGREES FAHRENHEIT.

7 FABRICATE A TEMPORARY OR PERMANENT TEMPLATE FOR USE WHILE DRILLING

REQUIRED HOLES.

8 DRILLED HOLES MUST HAVE A ROUGHENED INTERIOR SURFACE IN

ACCORDANCE WITH ADHESIVE MANUFACTURER’S RECOMMENDATIONS.

9 VACUUM DUST FROM THE BOTTOM AND SIDES OF EACH HOLD USING A NOZZLE

THAT WILL REACH THE BOTTOM OF THE HOLE. INSPECT EACH HOLE WITH A

LIGHT TO ENSURE THAT ALL DUST IS REMOVED.

10 THREADED ANCHOR HOLES MUST BE DRILLED TO A DEPTH AND DIAMETER AS

RECOMMENDED BY THE ADHESIVE MANUFACTURER, BUT NOT LESS THAN

4-INCH EMBEDMENT, UNLESS NOTED OTHERWISE.

# NUMBER

& AND

@ AT

ARCH ARCHITECT, -URAL

BLDG BUILDING

C CHANNEL

CJ CONTROL JOINT

CL CENTER LINE

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

DEMO DEMOLISH

DIA (OR) Ø DIAMETER

DIM(S) DIMENSION(S)

DWGS DRAWINGS

E, EXIST EXISTING

EA EACH

EF EACH FACE

EL, ELEV ELEVATION

EQ, EQUIV EQUAL, EQUIVALENT

EW EACH WAY

F'C COMPRESSIVE STRESS

FDN FOUNDATION

FF EL FINISHED FLOOR ELEVATION

FTG FOOTING

FY ALLOWABLE YIELD STRESS

HDG, GALV HOT DIPPED GALVANIZED

IAW IN ACCORDANCE WITH

INFO INFORMATION

KSI KILOPOUNDS (KIPS) PER SQUARE INCH

L ANGLE

LB, LBS POUNDS

LF LINEAR FEET

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MOS MID-DEPTH OF SLAB

MPH MILES PER HOUR

NTS NOT TO SCALE

OC ON CENTER

PLF POUNDS PER LINEAR FOOT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

RE, REF REFERENCE

REINF REINFORCE, -MENT

REQD REQUIRED

SF SQUARE FEET

SIM SIMILAR

SPA SPACING

SPEC CONTRACT SPECIFICATIONS

STD STANDARD

T&B TOP AND BOTTOM

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

W/, W/O WITH, WITHOUT

~ , APPROX APPROXIMATELY

1 BUILT IN 1977, SP-366 IS A E-2C OPERATIONAL FLIGHT TRAINER (OFT)

BUILDING. IT WAS MODIFIED IN 2014 TO MEET THE REQUIREMENTS OF THE

2F110 SIMULATOR, HOWEVER THE SPACE IS NOT MEETING ENVIRONMENTAL

CONDITION REQUIREMENTS AND OVER-HEATING. THEREFORE NEW HVAC

WORK AND SUPPORTING STRUCTURAL WORK IS REQUIRED.

2 GENERAL SCOPE OF WORK INCLUDES, BUT IS NOT LIMITED TO:

- DEMOLITION OF (4) PADS (STEEL FRAMES WITH CONCRETE INFILL)

- PROVISION OF (4) PADS (REINFORCED CONCRETE)

AND INCIDENTAL RELATED WORK AS SHOWN ON OTHER DISCIPLINES.

3 DO NOT DAMAGE EXISTING ELEMENTS TO REMAIN. DAMAGE BY

CONTRACTOR OPERATIONS MUST BE REPAIRED OR REPLACED WITH NEW

MATERIALS TO MATCH THE ADJACENT MATERIAL, TO THE SATISFACTION OF

THE CONTRACTING OFFICER.

4 NEW WORK WILL BE ACCOMPLISHED IN AND AROUND AREAS WHICH WILL

REMAIN OPERATIONAL. ACCORDINGLY, MEASURES MUST BE TAKEN TO

AVOID INTERFERENCE WITH THE OPERATIONAL WORK ROUTINE.

5 THE GOVERNMENT IS NOT RESPONSIBLE FOR THE METHODS, TECHNIQUES

AND SEQUENCES OF PROCEDURES TO PERFORM THE WORK. SUPERVISION

OF THE WORK IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

6 COMPLY WITH ALL SAFETY PRECAUTIONS AND REGULATIONS DURING THE

WORK, INCLUDING DODINST 6055.1 AND APPLICABLE OCCUPATIONAL SAFETY

AND HEATH ADMINISTRATION (OSHA) SAFETY AND HEATH STANDARDS. THE

STRUCTURAL DESIGNER OF RECORD (DOR) WILL NOT ADVISE ON NOR ISSUE

DIRECTION AS TO SAFETY PRECAUTIONS AND PROGRAMS.

7 PERFORM A PRE-BID SITE VISIT TO ASCERTAIN CONDITIONS WHICH MAY

ADVERSELY AFFECT THE WORK OR COST THEREOF.

8 ALL ITEMS NOTED TO BE DEMOLISHED OR REMOVED MUST BECOME THE

PROPERTY OF THE CONTRACTOR AND MUST BE REMOVED FROM

GOVERNMENT PROPERTY, UNLESS NOTED OTHERWISE. DISPOSITION OF

THE ITEMS / MATERIALS IS THE RESPONSIBILITY OF THE CONTRACTOR AND

MUST ADHERE TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL

REGULATIONS.

9 ALL EXISTING ITEMS ARE TO REMAIN UNLESS NOTED OTHERWISE. ANY ITEMS

NOT NOTED AS "EXISTING", PROVIDE AND INSTALL UNDER THE

REQUIREMENTS OF THIS CONTRACT. ALL ITEMS PROVIDED MUST BE NEW

MATERIAL OR EQUIPMENT INSTALLED IN ACCORDANCE WITH

MANUFACTURER’S INSTRUCTIONS. IF THE MANUFACTURERS’ INSTRUCTIONS

CONFLICT WITH CONTRACT DRAWINGS OR SPECIFICATIONS, THE

CONTRACTING OFFICE MUST BE NOTIFIED IMMEDIATELY.

10 SHOP DRAWINGS AND OTHER ITEMS MUST BE SUBMITTED FOR REVIEW BY

THE GENERAL CONTRACTOR PRIOR TO FABRICATION. ALL SHOP DRAWINGS

MUST BE REVIEWED BY THE GENERAL CONTRACTOR FOR CONFORMANCE

WITH THE DESIGN CONCEPT AND GENERAL COMPLIANCE WITH THE

CONTRACT DOCUMENTS. THE CONTRACTOR REMAINS SOLELY RESPONSIBLE

FOR REVIEWING AND COORDINATE THE SHOP DRAWINGS PRIOR TO

SUBMISSION.; AND FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE

PREPARATION OF SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES,

DETAILS, DIMENSIONS, ETC. ANY PROPOSED CHANGES MUST BE SUBMITTED

IN A LETTER OR DETAIL TO THE CONTRACTING OFFICER FOR APPROVAL.

PROJECT NOTES SPALL REPAIR NOTES

1 AT SPALL LOCATIONS, REMOVE ALL LOOSE MATERIAL. DEPTH OF REMOVAL

MUST BE TO SOUND CONCRETE, OR AT LOCATIONS OF EXPOSED REBAR, TO A

DEPTH OF 1-INCH BEHIND THE REBAR, WHICHEVER IS GREATER. REBAR WHICH

HAS LESS THAN HALF ITS PERIMETER EXPOSED AFTER REMOVAL TO SOUND

MATERIAL DOES NOT REQUIRED REMOVAL OF CONCRETE BEHIND IT.

2 EXISTING REBAR THAT IS EXPOSED AFTER REMOVAL OF LOOSE MATERIALS

MUST BE CLEANED TO BARE METAL.

3 PREPARE AND PRIME SUBSTRATE TO RECEIVE REPAIR MATERIAL IN

ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS.

4 AFTER CONCRETE REMOVAL METHODOLOGY ABOVE (NOTE 1), REPAIRS UP TO

2-INCHES DEEP MUST USE REPAIR MORTAR AS FOLLOWS:

A. PROPERTIES:

I. TWO-COMPONENT, POLYMER MODIFIED, FAST SETTING, NON-SAG,

PORTLAND CEMENT MORTAR

II. BOND STRENGTH PER ASTM C882 - 2000 PSI AT 28 DAYS

III. COMPRESSIVE STRENGTH PER ASTM C109

– 3500 PSI AT 1 DAY,

– 6000 PSI AT 7 DAYS

IV. VOLUME CHANGE PER ASTM C157

B. SAWCUT 1/2-INCH MINIMUM DEPTH AROUND PERIMETER OF EACH REPAIR

AND DEMOLISH ALL FEATHERED EDGES. MECHANICALLY ROUGHEN SURFACE

TO RECEIVE MORTAR TO ICRI CSP-5 OR GREATER.

C. MIX AND APPLY REPAIR MORTAR TO EXISTING CONCRETE PREPARED IN

ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS.

D. TROWEL FINISH MORTAR TO MATCH EXISTING ADJACENT SURFACES AND

CURE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.

5 AFTER CONCRETE REMOVAL METHODOLOGY ABOVE (NOTE 1), REPAIRS

GREATER THAN 2-INCHES DEEP MUST BE REPAIRED WITH CONCRETE.

6 WHERE REPAIR MORTAR IS TO BE IN CONTACT WITH EXISTING CONCRETE,

COAT EXISTING WETTED CONCRETE WITH EPOXY BONDING COMPOUND JUST

PRIOR TO PLACING REPAIR MORTAR AS/WHERE RECOMMENDED BY MORTAR

AND BONDING COMPOUND MANUFACTURER. EPOXY BONDING COMPOUND

MUST CONFORM TO ASTM C881.

7 REMOVE ALL INJECTION PORTS AND EPOXY SEALANTS FROM SPALL AREA

PRIOR TO INSTALLING REPAIR MATERIAL (MORTAR OR CONCRETE).

8 CONTRACTOR MUST SUBMIT MANUFACTURERS TECHNICAL DATA FOR THE

POLYMER MODIFIED, PORTLAND CEMENT BASED REPAIR MORTAR TO THE

GOVERNMENT FOR APPROVAL PRIOR TO BEGINNING WORK.

9 EXISTING REBAR HAS AN ASSUMED CONCRETE COVER OF 1-1/2”, TYPICAL.

10 ALL REPAIR AREAS MUST BE TROWEL FINISHED TO MATCH EXISTING ADJACENT

SURFACES AND CURE IN ACCORDANCE WITH MANUFACTURERS

RECOMMENDATIONS.

3 42 5

5' - 2" 4' - 0"

1/2

- 4

- 5

- 0

- 1 0 1

/2" 8'

- 0

- 1

0 1 /2"

0 1 /4"

1/2" 3' - 1" 5' - 4 1/2"

6' - 10" 1/2"

1/2" 6' - 0"

A5 S-101

3 42 5

- 1

6' - 8" ±

- 8

3' - 3" ±

3' - 0" ±

- 9

- 7

1' - 8" ±

1' - 0" 10' - 0" 10' - 0"

4 3

/8" 6'

- 8

6" 1'

- 0

PAD = 7 1/2" THICK

PAD = 6 1/2" THICK

PAD = 4" THICK

4" O

R 6"

2" E

3/4" CHAMFER

EDGE OF EQUIPMENT

MATCH THICKNESS

#4 @ 12" O.C. E.W.

AT MID-DEPTH

REINFORCED CONCRETE

HOUSEKEEPING PAD

(E) 5" THICK REINFORCED

CONCRETE SLAB ON

GRADE

REFER TO S-101 FOR DIMENSIONS AND

LOCATION OF HOUSEKEEPING PAD(S). REFER

TO MECHANICAL DRAWINGS FOR EQUIPMENT

REQUIRING HOUSEKEEPING PAD.

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 C

O M

DRAWFORM REVISION: 17 APRIL 2018

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

O N

O R

, V A

AS NOTED

UNCLASSIFIED

S I

S-101

B U

S P

-3

R E

C E

H V

A C

S Y

O N

O R

DSG

12,819,585

KAD KAD

06/15/2020

KIRK STEVENS

LILY LI, P.E.

1487319

N/A

K , V

V A L S

L A N

D N

O R

L K

S.M. SWEENEY, P.E.

0 1'-6" 3' 6'

PLAN

NORTH

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

FIRST FLOOR PLAN (MECHANICAL ROOM) - NEW WORK

KEY PLAN

0 1'-6" 3' 6'

PLAN

NORTH

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

FIRST FLOOR PLAN (MECHANICAL ROOM) - DEMO

KEY PLAN

NEW WORK KEYNOTES#

GENERAL SHEET NOTES

1 REFER TO ARCHITECTURAL, FIRE PROTECTION, MECHANICAL, AND ELECTRICAL

DRAWINGS FOR COORDINATION PURPOSES.

2 PROVIDE LEVEL SURFACE TO MECHANICAL ROOM SLAB AT COMPLETION OF

WORK, ESPECIALLY AT LOCATION OF DEMOLISHED SLABS. GRIND SMOOTH OR

APPLY LEVELING COMPOUND TO REMOVE ANY IRREGULARITIES. REFER TO

GENERAL NOTE 3 FOR INFORMATION ON FLOOR FINISH.

3 MECHANICAL ROOM SLAB MUST BE POWER WASHED (TO CLEAN), DRIED, LEVEL

(MINUS EQUIPMENT PADS), AND AN ASTM C309 SEALANT FINISH APPLIED FOR

INTERIOR USE.

DEMOLITION KEYNOTES#

1 EXISTING CONCRETE EQUIPMENT PAD TO REMAIN.

2 DEMOLISH EXISTING STEEL FRAME / CONCRETE INFILL EQUIPMENT PAD,

THICKNESS VARIES PER PLAN. FLOOR FINISH PER GENERAL SHEET NOTE 2.

1 4" THICK INTERIOR CONCRETE HOUSEKEEPING PAD.

2 6" THICK INTERIOR CONCRETE HOUSEKEEPING PAD.

3 1/2" THICK NEOPRENE EXPANSION JOINT BETWEEN EXISTING AND NEW ELEMENTS,

TYPICAL.

108 PLAN

NORTH

0 4" 8" 1'-4"SCALE: 1 1/2" = 1'-0" (S-101)

HOUSEKEEPING PADA5

ARCHITECTURAL SYMBOLS

DOOR NUMBER

(REFER TO DOOR

SCHEDULE)

DOOR TAG101

SPECIALITY ITEM NUMBER

SPECIALITY

ITEM TAG

ROOM

101 ROOM TAG

DETAIL NUMBER

SHEET WHERE DRAWN

DETAIL TAG

ROOM NAME

ROOM NUMBER

A-401 INTERIOR

ELEVATION TAG

INTERIOR ELEVATION

NUMBER

SHEET WHERE DRAWN

A1 A-301

WALL / PARTIAL

BUILDING SECTION

TAG

SECTION NUMBER

SHEET WHERE DRAWN

NEW WORK

KEYNOTE TAG

KEYNOTE NUMBER

DEMO

KEYNOTE TAG

KEYNOTE NUMBER

A-901 PHOTOGRAPH TAG

PHOTOGRAPH NUMBER

SHEET WHERE SHOWN

A-501

1 1

MATERIALS LEGEND

STEEL

BATT/LOOSE FILL INSULATION

WOOD - ROUGH

WOOD BLOCKING

SECTION ELEVATION

GLAZING

ALUMINUM

GYPSUM BOARD

PLYWOOD

SPRAY FOAM INSULATION / MORTAR

ACOUSTICAL TILE CEILING

CERAMIC TILE

FINISHED WOOD

EXISTING CONSTRUCTION TO REMAIN

EXISTING PAINTED GLAZING

OPERABLE GLAZING

EXISTING GLAZING BROKEN PANEL INFILLED WITH WOOD

SPANDREL PANEL

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

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 C

O M

DRAWFORM REVISION: 06 APRIL 2017

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

N R

- P

W D

N O

, V

S.M. SWEENEY, P.E.

N O

N N

O R

, V

AS NOTED

A-001

B U

S P

-3

R E

C E

H V

A C

S Y

, L

, A

N O

ALP

12,819,586

EJS EJS

6/15/2020

KIRK STEVENS

LILY LI, P.E.

1487319

N/A

1 ALL MATERIALS SHALL BE NEW AND PROVIDED BY THE CONTRACTOR UNLESS

SPECIFICALLY NOTED AS EXISTING OR AS PROVIDED BY THE GOVERNMENT.

2 ALL WOOD BLOCKING AND MISCELLANEOUS STEEL SHOWN IN DETAILS AND

SECTIONS SHALL BE CONTINUOUS UNLESS SPECIFICALLY NOTED OTHERWISE.

3 VERIFY ALL FIELD CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH

THE WORK. DIMENSIONS FOR EXISTING WORK ARE INDICATED AS "±". ALL

DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE

CONTRACTING OFFICER IN WRITING.

4 DEMOLITION OF PLUMBING, MECHANICAL AND ELECTRICAL ITEMS INDICATED ON

THE ARCHITECTURAL DRAWINGS IS NOT INTENDED TO INCLUDE ALL

NECESSARY DEMOITION WORK FOR THESE ITEMS. REFER TO PLUMBING,

MECHANICAL AND ELECTRICAL DEMOLITION DRAWINGS FOR ADDITIONAL

INFORMATION.

5 DIMENSIONS INDICATED FOR NEW WORK ARE TO FACE OF STUD, FACE OF

MASONRY OR FACE OF EXISTING SURFACES UNLESS OTHERWISE NOTED.

6 ALL ITEMS INDICATED TO BE REMOVED SHALL BE DISPOSED OF OFF SITE

UNLESS OTHERWISE NOTED.

SUSP SUSPENDED

T&B TOP AND BOTTOM

THRES THRESHOLD

THRU THROUGH

TOS TOP OF SLAB / STEEL

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

VCT VINYL COMPOSITION TILE

VENT VENTILATION / VENTILATOR

VERT VERTICAL

VEST VESTIBULE

VS VENT STACK

VTR VENT THROUGH ROOF

W WASTE / WATT / WEST / WIDE

W/ WITH

W/O WITHOUT

WD WOOD

WP WATERPROOFING / WEATHERPROOF / WORKING

POINT

WT WEIGHT

PNL PANEL

PRELIM PRELIMINARY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT

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

RT RIGHT

S SOUTH

SCHED SCHEDULE

SECT SECTION

SF SQUARE FOOT

SH SHINGLES / SINGLE HUNG

SIM SIMILAR

SPEC SPECIFICATION

SQ SQUARE

STD STANDARD

STOR STORAGE

LB POUND

LT LIGHT

MACH MACHINE

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MIN MINIMUM / MINUTE

MISC MISCELLANEOUS

ML MATCH LINE

MO MASONRY OPENING / MOTOR OPERATED

MTD MOUNTED

MTG MOUNTING / MEETING

MTL METAL

N NORTH

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER / DIMENSION

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPT OPTIONAL

PCT PERCENT

PEJ PREMOLDED EXPANSION JOINT

PLAS PLASTER / PLASTIC

PLYWD PLYWOOD

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC / ELECTRICAL

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXP EXPANSION / EXPOSED / EXPAND

EXT EXTERIOR

FF FINISH FACE

FIN FLR FINISHED FLOOR

FOM FACE OF MASONRY

FOS FACE OF STUB / FACE OF SLAB

FR FRAME / FIRE RATING / FIRE RESISTANT

FT FOOT, FEET

GA GAUGE

GALV GALVANIZED

GL GLASS / GROUND LEVEL

GYP GYPSUM

H HIGH

HDW HARDWARE

HM HOLLOW METAL

HT HEIGHT

ID INSIDE DIAMETER

INSUL INSULATION / INSULATED

INT INTERIOR

JAN JANITOR CLOSET

LAV LAVATORY

ACT ACOUSTICAL CEILING TILE

ADJ ADJUST

ALT ALTERNATE, ALTITUDE

ALUM ALUMINUM

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECT

BLDG BUILDING

BM BEAM

BOS BOTTOM OF SLAB / STEEL

BOT BOTTOM

BRG BEARING

CJ CONTROL / CONSTRUCTION JOINT

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONT CONTINUE / CONTINUOUS

CORR CORRIDOR

CTR CENTER

D DEPTH / DEEP

DEMO DEMOLITION

DIA DIAMETER

DIM DIMENSION

DS DOWNSPOUT

DWG DRAWING

E EAST

ARCHITECTURAL ABBREVIATIONS

GENERAL ARCHITECTURAL NOTES

2 3 4 5 6 7 8 9 10 11

LIMITS OF ARCHITECTURAL

DEMOLITION WORK

AD401

MECH/ELEC

OP FLIGHT TRAINER

PUMPS ROOM

COMPUTER ROOM

OFFICE STORAGE

COCKPIT TRAINER

106MEN'S

WOMEN'S

JAN

CORRIDOR

STAIR

2 3 4 5 6 7 8 9 10 11

LOW BAY ROOF BELOW

BRIEF RM 1

BRIEF RM 2

CORRIDOR

STAIR

OFFICE

STORAGE

LECTURE RM 1

LECTURE RM 2

OP FLIGHT TRAINER (BELOW)

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

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 C

O M

DRAWFORM REVISION: 06 APRIL 2017

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

N R

- P

W D

N O

, V

S.M. SWEENEY, P.E.

N O

N N

O R

, V

AS NOTED

AD101

B U

S P

-3

R E

C E

H V

A C

S Y

- D

ALP

12,819,587

EJS EJS

6/15/2020

KIRK STEVENS

LILY LI, P.E.

1487319

N/A

0 4' 8' 16'

PLAN

NORTH

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

OVERALL 1ST FLOOR PLAN - DEMOLITION

GENERAL SHEET NOTES DEMOLITION WORK KEYNOTES

1 LIMITS OF ARCHITECTURAL DEMOLITION WORK ARE IDENTIFIED ON THE PLANS

ABOVE. ALL OTHER PLAN DATA INCLUDED ARE EXISTING CONDITIONS TO

REMAIN, AND ARE INTENDED AS GENERAL INFORMATION ONLY.

2 THE DEMOLITION WORK INCLUDED FOR OTHER DISCIPLINES MAY OCCUR

OUTSIDE OF THE LIMITS OF ARCHITECTURAL DEMOLITION WORK IDENTIFIED

ON THE PLANS ABOVE. REFER TO OTHER DISCIPLINE DRAWINGS FOR

ADDITIONAL WORK ITEMS.

0 4' 8' 16'

PLAN

NORTH

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

OVERALL 2ND FLOOR PLAN - DEMOLITION

1 REMOVE AND SALVAGE EXISTING RAISED ACCESS STAIRS AND HANDRAIL

FOR RE-INSTALLATION. REFER TO PARTIAL FLOOR PLAN A3 / AD401 FOR

ADDITIONAL INFORMATION.

LIMITS OF ARCHITECTURAL

DEMOLITION WORK

AD401

OP FLIGHT TRAINER (BELOW)

BRIEF RM 1

BRIEF RM 2

CORRIDOR

STAIR

STORAGE

LECTURE RM 1

LECTURE RM 2

OFFICE

2 3 4 5 6 7 8 9 10 11

LIMITS OF ARCHITECTURAL

DEMOLITION WORK

AD401

OFFICE STORAGE

WOMEN'S

MEN'S

104 COCKPIT TRAINER

JAN

CORRIDOR

STAIR

MECH/ELEC

OP FLIGHT TRAINER

COMPUTER ROOM

PUMPS ROOM

1 2

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

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 C

O M

DRAWFORM REVISION: 06 APRIL 2017

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

N R

- P

W D

N O

, V

S.M. SWEENEY, P.E.

N O

N N

O R

, V

AS NOTED

AD102

B U

S P

-3

R E

C E

H V

A C

S Y

G P

M O

O N

ALP

12,819,588

EJS EJS

6/15/2020

KIRK STEVENS

LILY LI, P.E.

1487319

N/A

GENERAL SHEET NOTES DEMOLITION WORK KEYNOTES

1 LIMITS OF ARCHITECTURAL DEMOLITION WORK ARE IDENTIFIED ON THE PLANS

ABOVE. ALL OTHER PLAN DATA INCLUDED ARE EXISTING CONDITIONS TO

REMAIN, AND ARE INTENDED AS GENERAL INFORMATION ONLY.

2 THE DEMOLITION WORK INCLUDED FOR OTHER DISCIPLINES MAY OCCUR

OUTSIDE OF THE LIMITS OF ARCHITECTURAL DEMOLITION WORK IDENTIFIED

ON THE PLANS ABOVE. REFER TO OTHER DISCIPLINE DRAWINGS FOR

ADDITIONAL WORK ITEMS.

0 4' 8' 16'

PLAN

NORTH

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

OVERALL 2ND FLOOR REFLECTED CEILING PLAN - DEMOLITION

0 4' 8' 16'

PLAN

NORTH

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

OVERALL 1ST FLOOR REFLECTED CEILING PLAN - DEMOLITION

1 REMOVE EXISTING SUSPENDED ACOUSTIC CEILING GRID AND TILES

COMPLETE. REFER TO ELECTRICAL AND MECHANICAL DRAWINGS FOR

DEMOLITION OF CEILING-MOUNTED EQUIPMENT.

2 REMOVE EXISTING GYPSUM BOARD CEILING LOCATED ABOVE SUSPENDED

ACOUSTIC CEILING COMPLETE. REFER TO SHEET HM101 FOR ADDITIONAL

HAZMAT ABATEMENT INFORMATION. REFER TO SHEETS AD401 & AD402 FOR

ADDITIONAL DEMOLITION NOTES AND DETAILS.

7 8 9 10 11

REMOVE AND SALVAGE

EXISTING RAISED ACCESS

STAIRS AND HANDRAIL FOR

RE-INSTALLATION.

EXISTING RAISED ACCESS

FLOOR TO REMAIN, NIC.

OP FLIGHT TRAINER

4' - 0" ±

EXISTING

FLIGHT

TRAINER

EQUIPMENT TO

REMAIN, NIC.

2 3 4 5

REMOVE EXISTING SUSPENDED

ACOUSTIC CEILING COMPLETE.

REFER TO GENERAL SHEET

NOTES FOR ADDITIONAL EXISTING

CONDITIONS AND DEMOLITION

REQUIREMENTS.

20' - 4" ±

EXISTING MECHANICAL CHASE TO

REMAIN, NIC.

LIMITS OF EXISTING

SUSPENDED ACOUSTIC CEILING

EXPOSED TO STRUCTURE ABOVE

MECH/ELEC

AD402

2 3 4 5 6 7 8 9 10 11

BRIEF RM 1

BRIEF RM 2

CORRIDOR

REMOVE EXISTING ACOUSTIC CEILING COMPLETE.

9' - 9" ± 10' - 3" ±

56' - 10 1/4" ±

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

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 C

O M

DRAWFORM REVISION: 06 APRIL 2017

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

N R

- P

W D

N O

, V

S.M. SWEENEY, P.E.

N O

N N

O R

, V

AS NOTED

AD401

B U

S P

-3

R E

C E

H V

A C

S Y

G P

M O

O N

ALP

12,819,589

EJS EJS

6/15/2020

KIRK STEVENS

LILY LI, P.E.

1487319

N/A

0 2' 4' 8'

PLAN

NORTH

SCALE: 1/4" = 1'-0" (AD101)

DEMOLITIONA30 2' 4' 8'

PLAN

NORTH

SCALE: 1/4" = 1'-0" (AD102)

DEMOLITIONA1

0 2' 4' 8'

PLAN

NORTH

SCALE: 1/4" = 1'-0" (AD102)

DDDDDC1

PARTIAL 1ST FLOOR CEILING PLAN - MECH RM 108 - PARTIAL 1ST FLOOR PLAN - OP FLIGHT TRAINER - RM111 -

GENERAL SHEET NOTES

108 111

KEYPLAN

PLAN

NORTHFLOOR 1 FLOOR 2

PARTIAL 2ND FLOOR CEILING PLAN - CORRIDOR RM 205, BRIEF RMS 206 & 207 - DEMOLITION

1 EXISTING CONSTRUCTION SHOWN IN THESE DETAILS ARE BASED ON ORIGINAL

FACILITY AS-BUILTS AS WELL AS FIELD OBSERVATIONS. THESE CONDITIONS

MUST BE FIELD-VERIFIED FOR CONFLICTS PRIOR TO DEMOLITION WORK. ALL

DISCREPENCIES BETWEEN THESE DETAILS AND EXISTING CONDITIONS

DISCOVERED DURING THE WORK MUST BE REPORTED TO THE CONTRACTING

OFFICER IMMEDIATELY.

2 MECHANICAL ROOM 108 INCLUDES MULTIPLE EXISTING CEILING SYSTEMS IN A

PORTION OF THE SPACE, AND EXPOSED STRUCTURE ABOVE (NO CEILING) IN

THE REMAINING PORTION OF THE SPACE. THE MULTIPLE EXISTING CEILING

SYSTEMS INCLUDE A FIRE-RATED CEILING, DIRECTLY ATTACHED TO THE STEEL

FRAMING MEMBERS ABOVE, AND A SUSPENDED ACOUSTIC CEILING,

SUSPENDED FROM THE FIRE-RATED CEILING. EXISTING BATT-INSLUATION IS

LOOSELY LAID OVER SUSPENDED CEILIING GRID AND TILES.

3 DEMOLITION WORK IN THIS ROOM INCLUDES REMOVAL OF BOTH EXISTING

CEILING SYSTEMS COMPLETE TO EXPOSE STRUCTURE ABOVE. DEMOLITION

INCLUDES GRID, TILES, BATT-INSULATION, SUSPENSION WIRES FOR THE

SUSPENDED CEILING SYSTEM, AND STEEL FURRING CHANNELS AND

FIRE-RATED GWB PANELS FOR THE FIRE-RATED CEILING.

4 DEMOLITION WORK INCLUDES ABATEMENT OF HAZARDOUS MATERIALS.

REFER TO SHEET HM101 FOR ADDITIONAL HAZMAT ABATEMENT INFORMATION.

13' - 8"± 5' - 3"± 1' - 0"±

12'-0"±

TOP OF 2ND

FLOOR SLAB

10'-4"±

BOTTOM OF

FIRE-RATED

CEILING

EXIST 16J5 STEEL JOIST TO

REMAIN, TYP OF 7 @ 2' - 0" OC

EXIST W12X16.5 STEEL

BEAM TO REMAIN

EXIST 10J3 STEEL JOIST TO

REMAIN

9'-0"±

BOTTOM OF

SUSP ACT

CEILINGDEMOLISH ACT PANELS, GRID,

AND SUSPENSION WIRES

COMPLETE

DEMOLISH TREATED

WOOD BLOCKING

COMPLETE

DEMOLISH

STEEL FURRING

CHANNELS AND

GWB CEILING

COMPLETE

DEMOLISH

SUSPENSION

WIRE COMPLETE

DEMOLISH TREATED

WOOD BLOCKING

COMPLETE

12'-0"±

TOP OF 2ND

FLOOR SLAB

10'-4"±

BOTTOM OF

FIRE-RATED

CEILING

15' - 4"± 11 5/8"±

MECH CHASE CLEAR OPEN

9'-0"±

BOTTOM OF

SUSP ACT

CEILING

7 5/8"± 3' - 0"±

EXIST 16J5 STEEL JOIST

TO REMAIN, TYP OF 7 @

2' - 0" OC

EXIST W12X16.5 STEEL

BEAM TO REMAIN

EXIST 8" CMU TO REMAIN

EXIST 2 1/2" CONC

SLAB ON 9/16" METAL

DECKING TO REMAIN

DEMOLISH ACT PANELS, GRID,

AND SUSPENSION WIRES

COMPLETE

DEMOLISH TREATED

WOOD BLOCKING

COMPLETE

DEMOLISH

STEEL FURRING

CHANNELS AND

GWB CEILING

COMPLETE

DEMOLISH TREATED

WOOD BLOCKING

COMPLETE

12'-0"±

TOP OF 2ND

FLOOR SLAB

10'-8"±

BOTTOM OF

FIRE-RATED

CEILING

MECH CHASE CLEAR OPEN

EXIST W14X30

STEEL BEAM TO

REMAIN

EXIST 8" CMU TO

REMAIN

EXIST 10J3 STEEL

JOIST TO REMAIN

EXIST 2 1/2" CONC SLAB ON 9/16"

METAL DECKING TO REMAIN

9'-0"±

BOTTOM OF

SUSP ACT

CEILING

9' - 7 5/8" ±

DEMOLISH ACT PANELS, GRID,

AND SUSPENSION WIRES

COMPLETE

DEMOLISH

TREATED WOOD

BLOCKING

COMPLETE

DEMOLISH

SUSPENSION

WIRE COMPLETE

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

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 C

O M

DRAWFORM REVISION: 06 APRIL 2017

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

N R

- P

W D

N O

, V

S.M. SWEENEY, P.E.

N O

N N

O R

, V

AS NOTED

AD402

B U

S P

-3

R E

C E

H V

A C

S Y

-R

ALP

12,819,590

EJS EJS

6/15/2020

KIRK STEVENS

LILY LI, P.E.

1487319

N/A

GENERAL SHEET NOTES

0 6" 1' 2'SCALE: 1" = 1'-0" (AD401)

FIRE-RATED CEILING DETAIL @ CEILING BREAK - DEMOLITIONC1

1 EXISTING CONSTRUCTION SHOWN IN THESE DETAILS ARE BASED ON ORIGINAL

FACILITY AS-BUILTS AS WELL AS FIELD OBSERVATIONS. THESE CONDITIONS

MUST BE FIELD-VERIFIED FOR CONFLICTS PRIOR TO DEMOLITION WORK. ALL

DISCREPENCIES BETWEEN THESE DETAILS AND EXISTING CONDITIONS

DISCOVERED DURING THE WORK MUST BE REPORTED TO THE CONTRACTING

OFFICER IMMEDIATELY.

2 MECHANICAL ROOM 108 INCLUDES MULTIPLE EXISTING CEILING SYSTEMS IN A

PORTION OF THE SPACE, AND EXPOSED STRUCTURE ABOVE (NO CEILING) IN

THE REMAINING PORTION OF THE SPACE. THE MULTIPLE EXISTING CEILING

SYSTEMS INCLUDE A FIRE-RATED CEILING, DIRECTLY ATTACHED TO THE STEEL

FRAMING MEMBERS ABOVE, AND A SUSPENDED ACOUSTIC CEILING,

SUSPENDED FROM THE FIRE-RATED CEILING. EXISTING BATT-INSLUATION IS

LOOSELY LAID OVER SUSPENDED CEILIING GRID AND TILES.

3 DEMOLITION WORK IN THIS ROOM INCLUDES REMOVAL OF BOTH EXISTING

CEILING SYSTEMS COMPLETE TO EXPOSE STRUCTURE ABOVE. DEMOLITION

INCLUDES GRID, TILES, BATT-INSULATION, SUSPENSION WIRES FOR THE

SUSPENDED CEILING SYSTEM, AND STEEL FURRING CHANNELS AND

FIRE-RATED GWB PANELS FOR THE FIRE-RATED CEILING.

4 DEMOLITION WORK INCLUDES ABATEMENT OF HAZARDOUS MATERIALS.

REFER TO SHEET HM101 FOR ADDITIONAL HAZMAT ABATEMENT INFORMATION.

0 6" 1' 2'SCALE: 1" = 1'-0" (AD401)

FIRE-RATED CEILING DETAIL @ MECH CHASE - DEMOLITIONA1 0 6" 1' 2'SCALE: 1" = 1'-0"

FIRE-RATED CEILING DETAIL @ MECH CHASE - DEMOLITIONA3

2 3 4 5 6 7 8 9 10 11

MECH/ELEC

OP FLIGHT TRAINER

PUMPS ROOM

COMPUTER ROOM

OFFICE STORAGE

COCKPIT TRAINER

106MEN'S

WOMEN'S

JAN

CORRIDOR

STAIR

LIMITS OF ARCHITECTURAL

NEW WORK

A-401 A3

D4 A-401

2 3 4 5 6 7 8 9 10 11

BRIEF RM 1

BRIEF RM 2

CORRIDOR

STAIR

OFFICE

STORAGE

LECTURE RM 1

LECTURE RM 2

OP FLIGHT TRAINER (BELOW)

LOW BAY ROOF BELOW

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

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 C

O M

DRAWFORM REVISION: 06 APRIL 2017

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

N R

- P

W D

N O

, V

S.M. SWEENEY, P.E.

N O

N N

O R

, V

AS NOTED

A-101

B U

S P

-3

R E

C E

H V

A C

S Y

- N

W O

ALP

12,819,591

EJS EJS

6/15/2020

KIRK STEVENS

LILY LI, P.E.

1487319

N/A

0 4' 8' 16'

PLAN

NORTH

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

OVERALL 1ST FLOOR PLAN - NEW WORK

0 4' 8' 16'

PLAN

NORTH

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

OVERALL 2ND FLOOR PLAN - NEW WORK

GENERAL SHEET NOTES

1 LIMITS OF ARCHITECTURAL DEMOLITION WORK ARE IDENTIFIED ON THE PLANS

ABOVE. ALL OTHER PLAN DATA INCLUDED ARE EXISTING CONDITIONS TO

REMAIN, AND ARE INTENDED AS GENERAL INFORMATION ONLY.

2 THE NEW WORK INCLUDED FOR OTHER DISCIPLINES MAY OCCUR OUTSIDE OF

THE LIMITS OF ARCHITECTURAL DEMOLITION WORK IDENTIFIED ON THE PLANS

ABOVE. REFER TO OTHER DISCIPLINE DRAWINGS FOR ADDITIONAL WORK

ITEMS.

COMPUTER ROOM

PUMPS ROOM

OP FLIGHT TRAINER

MECH/ELEC

CORRIDOR

STAIR

COCKPIT TRAINER

MEN'S

WOMEN'S

JAN

OFFICE STORAGE

LIMITS OF ARCHITECTURAL

NEW WORK

A-401 A1

2 3 4 5 6 7 8 9 10 11

LECTURE RM 1

LECTURE RM 2

OFFICE

STAIR

CORRIDOR

STAIR

BRIEF RM 1

BRIEF RM 2

STORAGE

LIMITS OF ARCHITECTURAL

NEW WORK

A-401 C1

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

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 C

O M

DRAWFORM REVISION: 06 APRIL 2017

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

N R

- P

W D

N O

, V

S.M. SWEENEY, P.E.

N O

N N

O R

, V

AS NOTED

A-102

B U

S P

-3

R E

C E

H V

A C

S Y

G P

W W

ALP

12,819,592

EJS EJS

6/15/2020

KIRK STEVENS

LILY LI, P.E.

1487319

N/A

GENERAL SHEET NOTES

1 LIMITS OF ARCHITECTURAL DEMOLITION WORK ARE IDENTIFIED ON THE PLANS

ABOVE. ALL OTHER PLAN DATA INCLUDED ARE EXISTING CONDITIONS TO

REMAIN, AND ARE INTENDED AS GENERAL INFORMATION ONLY.

2 THE NEW WORK INCLUDED FOR OTHER DISCIPLINES MAY OCCUR OUTSIDE OF

THE LIMITS OF ARCHITECTURAL DEMOLITION WORK IDENTIFIED ON THE PLANS

ABOVE. REFER TO OTHER DISCIPLINE DRAWINGS FOR ADDITIONAL WORK

ITEMS.

0 4' 8' 16'

PLAN

NORTH

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

OVERALL 1ST FLOOR REFLECTED CEILING PLAN - NEW WORK

0 4' 8' 16'

PLAN

NORTH

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

OVERALL 2ND FLOOR REFLECTED CEILING PLAN - NEW WORK

2 3 4 5

PROVIDE 5/8" TYPE "X" GWB AND

METAL FURRING ATTACHED TO

BOTTOM OF EXISTING JOISTS.

JOISTS ARE SPACED 2'-0" OC.

'-0

20' - 4" ±

EXISTING MECHANICAL CHASE TO

REMAIN, NIC.

LIMITS OF NEW FIRE-RATED

CEILING ASSEMBLY.

EXPOSED TO STRUCTURE ABOVE

C1 A-402

A1 A-402

A3 A-402

2 3 4 5 6 7 8 9 10 11

PROVIDE 2' X 2' SUSPENDED ACOUSTIC CEILING SYSTEM.

9' - 9" ± 10' - 3" ±

56' - 10 1/4" ±

7 8 9 10 11

RE-INSTALL SALVAGED

RAISED ACCESS STAIRS AND

HANDRAIL.

EXISTING RAISED ACCESS

FLOOR TO REMAIN, NIC.

EXISTING

FLIGHT

TRAINER

EQUIPMENT TO

REMAIN, NIC.

4' - 0" 4' - 0" ±

4' - 0"

PROVIDE 2' X 2' RAISED ACCESS

FLOOR SYSTEM, TO MATCH IN

KIND WITH EXISTING ADJACENT

12' - 8" ± PROVIDE 2" ALUMINUM POST

& HANDRAIL, TO MATCH IN

KIND WITH EXISTING

ADJACENT

(TO EDGE OF TRAINER) 7" ±

D4 A-401

RAISED ACCESS FLOORING

PANEL

EXISTING CONCRETE FLOOR

SLAB

PEDESTAL BASE WITH BASE

PLATE

1 1/2" DIAMETER PIPE RAILING

CONTINUOUS ALUMINUM TOP

ANGLE TRIM PIECE

CONTINUOUS ALUMINUM

FASCIA PANEL

CONTINUOUS ALUMINUM BOTTOM ANGLE

FASTENERS AND EXPANSION

ANCHORS PER MFR'S

STANDARD

0' - 1 1/2"

FIRST FLOOR

0' - 0"

B4 A-401

8" 3'

4' - 0" 4' - 0" 3' - 1"

1 1/2" DIA. PIPE HANDRAIL

1/4" X 3 1/2" DIA. FLAT END

WALL BRACKET WITH

EASED EDGES

RAISED ACCESS FLOOR

SYSTEM

EXIST RAISED ACCESS

FLOOR & STAIR

A-401 B5

RAISED ACCESS

FLOORING PANEL

PEDESTAL BASE

WITH BASE PLATE

FASTENERS AND

EXPANSION ANCHORS

PER MFR'S STANDARD

4" TALL VINYL BASE,

COLOR TO MATCH

EXISTING ADJACENT

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

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 C

O M

DRAWFORM REVISION: 06 APRIL 2017

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

N R

- P

W D

N O

, V

S.M. SWEENEY, P.E.

N O

N N

O R

, V

AS NOTED

A-401

B U

S P

-3

R E

C E

H V

A C

S Y

S, E

W W

ALP

12,819,593

EJS EJS

6/15/2020

KIRK STEVENS

LILY LI, P.E.

1487319

N/A

0 2' 4' 8'

PLAN

NORTH

SCALE: 1/4" = 1'-0" (A-102)

DEMOLITIONA1

0 2' 4' 8'

PLAN

NORTH

SCALE: 1/4" = 1'-0" (A-102)

DDDDDC1 PARTIAL 2ND FLOOR CEILING PLAN - CORRIDOR RM 205, BRIEF RMS 206 & 207 - NEW WORK

PARTIAL 1ST FLOOR CEILING PLAN - MECH RM 108 -

0 2' 4' 8'

PLAN

NORTH

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

RM111 - NEW WORKA3

108 111

KEYPLAN

PLAN

NORTHFLOOR 1 FLOOR 2

0 2' 4' 8'SCALE: 3" = 1'-0" (A-401)

RAISED ACCESS FLOOR…

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 Feb 2, 2021.