ATTAHMENT F - BLDG-P691-SSF-1290140-V4.pdf

PDF 28 MB Posted Apr 22, 2024

Attached to: P691 Phase I, Aircraft Development and Maintenance Facility
Solicitation number: 6007134
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Apr 22, 2024

This document is an attachment titled "BLDG-P691-SSF-1290140-V4.pdf" related to the federal contract opportunity for Solicitation Number 6007134, titled "P691 Phase I, Aircraft Development and Maintenance Facility".

The key details are as follows: This project secures site development and construction services for a Sonobuoy Storage Building and an Air Ops Storage Building, aligned with provided drawings and specifications. It includes an option for the site development and construction of a Hazmat building if the refurbishment of an adjacent building is not feasible. The project also includes a Furniture, Fixtures, and Equipment (FF&E) Option CLIN for the acquisition and placement of various moveable items for the constructed buildings. This opportunity is restricted to the ten (10) small businesses participating in the NAVFAC WASHINGTON Gold Small Business Multiple Award Construction Contract (GOLD SB MACC).

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Other files

File	Type	Posted
ATTACHMENT A - Contractor Base Access Visit Request Form.docx	DOCX document	Apr 22, 2024
ATTACHMENT D - BLDG-P691-Civil-1290140-V1.pdf	PDF	Apr 22, 2024
ATTACHMENT G - P691 SAT TO Submission - Specs.pdf	PDF	Apr 22, 2024
ATTACHMENT B - RFI Form.xlsx	XLSX spreadsheet	Apr 22, 2024
ATTACHMENT E - BLDG-P691-HSF-1290140-V3.pdf	PDF	Apr 22, 2024
SBMACC (GOLD) - Solicitation - P691 Phase I Aircraft Development and Maintenance Facility (4-22-24).pdf	PDF	Apr 22, 2024
ATTACHMENT C - BLDG-P691-AOP-1290140-V2.pdf	PDF	Apr 22, 2024

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SATISFACTORY TO DATE

APPROVED

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NAVAL AIR STATION PATUXENT RIVER, MARYLAND

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29 SEPTEMBER 2023

DEPARTMENT OF THE NAVY

NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

VOLUME 4 - SONOBUOY BUILDING

Controlled By: PEO (A) / PMA 271 CUI Catergory(ies): CUI/SP-CTI Limited Dissemination Control: FEDCON POC: Facility LEM PMA-271

(301) 757-0335

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DEPARTMENT OF THE NAVY

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VICINITY MAP

LOCATION MAP

PROJECT LOCATION(S)

PROJECT LOCATION

Controlled By: PEO (A) / PMA 271 CUI Catergory(ies): CUI/SP-CTI Limited Dissemination Control: FEDCON POC: Facility LEM PMA-271

(301) 757-0335

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SHEET INDEX - VOLUME 4

SHEET NO.

NAVFAC

DRAWING

NO.

SHEET INFORMATION

NUMBER NAME

ELECTRICAL

67 13150311 E-001 ELECTRICAL - NOTES, SYMBOLS, AND ABBREVIATIONS

68 13150312 ES101 ELECTRICAL - SITE UTILITY PLAN

69 13150313 ES501 ELECTRICAL - SITE DETAILS

70 13150314 ES502 ELECTRICAL - SITE DETAILS

71 13150315 ES503 ELECTRICAL - SITE DETAILS

72 13150316 EG101 ELECTRICAL - GROUNDING PLAN

73 13150317 EG501 ELECTRICAL - GROUNDING DETAILS

74 13150318 EL101 LIGHTING - 1ST FLOOR PLAN

75 13150319 EP101 POWER - 1ST FLOOR PLAN

76 13150320 E-401 ELECTRICAL - ENLARGED PLANS

77 13150321 E-501 ELECTRICAL - LIGHTING CONTROL DETAILS

78 13150322 E-502 ELECTRICAL - LIGHT FIXTURE DETAILS

79 13150323 E-601 ELECTRICAL - LIGHTING FIXTURE SCHEDULE

80 13150324 E-602 ELECTRICAL - SINGLE LINE DIAGRAM AND PANEL SCHEDULES

TELECOMMUNICATIONS

81 13150325 T-001 TELECOMMUNICATIONS SYMBOLS, SCHEDULES, & NOTES

82 13150326 TS501 TELECOMMUNICATIONS - SITE DETAILS

83 13150327 T-101 TELECOMMUNICATIONS - 1ST FLOOR PLAN

84 13150328 T-401 TELECOMMUNICATIONS - ENLARGED PLANS

85 13150329 T-501 TELECOMMUNICATIONS - DETAILS

86 13150330 T-502 TELECOMMUNICATIONS - DETAILS

87 13150331 T-601 TELECOMMUNICATIONS - DIAGRAMS

SHEET INDEX - VOLUME 4

SHEET NO.

NAVFAC

DRAWING

NO.

SHEET INFORMATION

NUMBER NAME

GENERAL

4 13150248 GI001 BUILDING CODE ANALYSIS

5 13150249 GI100 LIFE SAFETY - CODE COMPLIANCE PLAN

6 13150250 GI101 LIFE SAFETY - FIRST FLOOR PLAN

STRUCTURAL

7 13150251 S-001 DESIGN CRITERIA AND GENERAL NOTES

8 13150252 S-002 GENERAL NOTES, ABBREVIATIONS AND SYMBOLS

9 13150253 S-101 FOUNDATION PLAN

10 13150254 S-301 FOUNDATION SECTIONS

11 13150255 S-501 FOUNDATION AND SLAB TYPICAL DETAILS

12 13150256 S-502 FOUNDATION AND SLAB TYPICAL DETAILS

13 13150257 S-503 MASONRY TYPICAL DETAILS

14 13150258 S-601 STRUCTURAL SCHEDULES

15 13150259 S-602 PIER SCHEDULES AND DETAILS

ARCHITECTURE

16 13150260 AE001 ARCHITECTURAL NOTES AND SYMBOLS

17 13150261 AE002 TYPICAL ABA DETAILS & MOUNTING HEIGHTS

18 13150262 AE101 FIRST FLOOR PLAN

19 13150263 AE105 FIRST FLOOR REFLECTED CEILING PLAN

20 13150264 AE109 ROOF PLAN

21 13150265 AE201 NORTH AND SOUTH EXTERIOR ELEVATIONS

22 13150266 AE202 EAST AND WEST EXTERIOR ELEVATIONS

23 13150267 AE301 BUILDING SECTIONS

24 13150268 AE311 WALL SECTIONS

25 13150269 AE501 EXTERIOR DETAILS

26 13150270 AE505 INTERIOR DETAILS

27 13150271 AE510 INTERIOR PARTITION TYPE SCHEDULE AND DETAILS

28 13150272 AE601 DOOR SCHEDULE AND LOUVER TYPES

29 13150273 AE602 DOOR DETAILS

30 13150274 AE701 RF SHIELDING BOUNDARY

INTERIOR

31 13150275 IN001 INTERIORS - FINISH, FURNITURE AND SIGNAGE SCHEDULES AND NOTES

32 13150276 IN101 INTERIORS - FINISH, FURNITURE AND SIGNAGE PLAN AND LEGENDS

FIRE PROTECTION

33 13150277 FA001 FIRE ALARM - GENERAL NOTES, ABBREVIATIONS, & SYMBOLS

34 13150278 FA002 FIRE ALARM - SEQUENCE OF OPERATIONS

35 13150279 FA101 FIRE ALARM - FIRST FLOOR PLAN

36 13150280 FA501 FIRE ALARM - DETAILS

37 13150281 FA701 FIRE ALARM - RISER DIAGRAM

38 13150282 FX001 FIRE PROTECTION GENERAL NOTES, ABBREVIATIONS, & SYMBOLS

39 13150283 FX101 FIRE PROTECTION - FIRST FLOOR PLAN

PLUMBING

40 13150284 P-001 PLUMBING GENERAL NOTES, ABBREVIATIONS & SYMBOLS

41 13150285 PU111 PLUMBING - UNDERGROUND PLAN

42 13150286 P-111 PLUMBING - 1ST FLOOR PLAN

43 13150287 P-151 PLUMBING - ROOF PLAN

44 13150288 P-401 PLUMBING - ENLARGED PLANS

45 13150289 P-501 PLUMBING - DETAILS

46 13150290 P-601 PLUMBING - SCHEDULES

47 13150291 P-701 PLUMBING - RISER DIAGRAMS

48 13150292 P-702 PLUMBING - RISER DIAGRAMS

MECHANICAL

49 13150293 M-001 MECHANICAL - SYMBOLS AND ABBREVIATIONS

50 13150294 M-002 MECHANICAL - GENERAL NOTES

51 13150295 MH111 HVAC - 1ST FLOOR PLAN

52 13150296 MP111 PIPING - 1ST FLOOR PLAN

53 13150297 M-301 MECHANICAL - SECTIONS

54 13150298 M-501 MECHANICAL - DETAILS

55 13150299 M-502 MECHANICAL - DETAILS

56 13150300 M-503 MECHANICAL - DETAILS

57 13150301 M-601 MECHANICAL - SCHEDULES

58 13150302 M-602 MECHANICAL - SCHEDULES

59 13150303 M-701 MECHANICAL - DIAGRAMS

60 13150304 M-801 MECHANICAL - CONTROLS

61 13150305 M-802 MECHANICAL - CONTROLS

62 13150306 M-803 MECHANICAL - CONTROLS

63 13150307 M-804 MECHANICAL - CONTROLS

64 13150308 M-805 MECHANICAL - CONTROLS

65 13150309 M-806 MECHANICAL - CONTROLS

66 13150310 M-807 MECHANICAL - CONTROLS

SHEET INDEX

SHEET

NO.

NAVFAC

DRAWING

NO.

SHEET INFORMATION

NUMBER NAME

GENERAL

1 13150245 G-000 PROJECT COVER SHEET

2 13150246 G-001 SONOBUOY BUILDING COVER SHEET - VOLUME 4

3 13150247 G-002 DRAWING INDEX

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FIRE PROTECTION/LIFE SAFETY CODE SUBMITTAL

1. PROJECT NAME

P691 AIRCRAFT HANGAR AND OUTBUILDINGS - SONOBUOY FACILITY

2. PROJECT DESCRIPTION

THE SINGLE STORY BUILDING CONSISTS OF A STORAGE OCCUPANCY. THE BUILDING CONTAINS HIGH BAY STORAGE AREAS AND BUILDING

EQUIPMENT SPACES.

THE FACILITY HAS BEEN ANALYZED FOR LIFE SAFETY AND FIRE PROTECTION REQUIREMENTS USING THE CODES AND STANDARDS LISTED BELOW. THE IBC WILL BE USED FOR FIRE RESISTANCE REQUIREMENTS, ALLOWABLE FLOOR AREA, BUILDING HEIGHT LIMITATIONS, BUILDING SEPARATION DISTANCE REQUIREMENTS, BUILDING CONSTRUCTION TYPE, AND OCCUPANCY SEPARATION REQUIREMENTS. THE APPLICABLE NFPA CODES AND STANDARDS WILL BE USED FOR DETERMINING BUILDING CONSTRUCTION RELATED TO EGRESS AND SAFETY TO LIFE AS WELL AS FIRE RESISTANCE RATINGS OF NON-BEARING PARTITIONS. OCCUPANCY DEFINITIONS OF NFPA WILL BE USED TO

DETERMINE MEANS OF EGRESS REQUIREMENTS.

3. APPLICABLE CODES AND STANDARDS

• UFC 1-200-01 - DOD BUILDING CODE, 01 SEPTEMBER 2022 WITH CHANGE 1, 24 FEBRUARY 2023

• UFC 3-600-01 - FIRE PROTECTION ENGINEERING FOR FACILITIES, 8 AUGUST 2016 WITH CHANGE 6, 06 MAY 2021

• UFC 4-010-01 - DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS, 12 DECEMBER 2018 WITH CHANGE 1, 19 AUGUST 2020

• FC 1-300-09N - NAVY AND MARINE CORPS DESIGN PROCEDURES WITH CHANGE 6, 09 JULY 2021

• NFPA 1 - 2021 EDITION - FIRE CODE

• NFPA 10 - 2022 EDITION - STANDARD FOR PORTABLE FIRE EXTINGUISHERS

• NFPA 13 - 2022 EDITION - STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS

• NFPA 24 - 2022 EDITION - STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS

• NFPA 70 - 2023 EDITION - NATIONAL ELECTRIC CODE

• NFPA 72 - 2022 EDITION - NATIONAL FIRE ALARM AND SIGNALING CODE

• NFPA 80 - 2022 EDITION - STANDARD FOR FIRE DOORS AND FIRE WINDOWS

• NFPA 90A - 2021 EDITION - STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATION SYSTEMS

• NFPA 101 - 2021 EDITION - LIFE SAFETY CODE

• NFPA 291 - 2022 EDITION - RECOMMENDED PRACTICE FOR FIRE FLOW TESTING AND MARKING OF HYDRANTS

• IBC 2021 EDITION - INTERNATIONAL BUILDING CODE

4. OCCUPANCY CLASSIFICATION

5. CONSTRUCTION TYPE (IBC SECTION 602.2)

ALL NEW CONSTRUCTION WILL BE OF TYPE II-B.

6. BUILDING AREA LIMITATIONS (IBC TABLE 506.2)

NOTES:

1. ACTUAL BUILDING SQUARE FOOTAGE IS LESS THAN THE ALLOWABLE AREA FOR THE MOST RESTRICTIVE OCCUPANCY PRIOR TO

THE ADDITION OF THE FRONTAGE ALLOWANCE INCREASE, THEREFORE, THE FRONTAGE ALLOWANCE INCREASE IS NOT REQUIRED.

7. BUILDING HEIGHT LIMITATIONS (IBC TABLES 504.3, 504.4)

THE BUILDING HEIGHT IS ONE STORY (26 FEET).

8. MIXED USE AND OCCUPANCY SEPARATIONS (IBC SECTION 508)

THE FACILITY IS CLASSIFIED AS A SINGLE OCCUPANCY FACILITY.

9. FIRE RESISTIVE REQUIREMENTS (IBC TABLES 601, 602)

PRIMARY STRUCTURAL FRAME 0 HOUR RATING

EXTERIOR BEARING WALLS 0 HOUR RATING*

INTERIOR BEARING WALLS 0 HOUR RATING

EXTERIOR NON-BEARING WALLS AND PARTITIONS 0 HOUR RATING*

INTERIOR NON-BEARING WALLS AND PARTITIONS 0 HOUR RATING

FLOOR CONSTRUCTION AND SECONDARY MEMBERS 0 HOUR RATING

ROOF CONSTRUCTION AND SECONDARY MEMBERS 0 HOUR RATING

*TAKES INTO ACCOUNT THE FIRE SEPARATION DISTANCE REQUIREMENT OF TABLE 602. THE FIRE SEPARATION DISTANCE IS GREATER THAN 16 FEET FOR THE SONOBUOY FACILITY AND THE NEAREST BUILDING. (PENDING CONFIRMATION WITH SITE CAD FILES)

10. INTERIOR FINISH CLASSIFICATION LIMITS (NFPA 101 A.10.2.2)

NOTES:

1. WHERE A COMPLETE AUTOMATIC SPRINKLER SYSTEM IS PROVIDED, INTERIOR WALL AND CEILING FINISH WITH A

FLAME SPREAD RATING NOT EXCEEDING CLASS C IS PERMITTED TO BE USED IN ANY LOCATION WHERE CLASS B IS REQUIRED AND WITH A RATING OF CLASS B IN ANY LOCATION WHERE CLASS A IS REQUIRED; SIMILARLY, CLASS II INTERIOR FLOOR FINISH IS PERMITTED TO BE USED IN ANY LOCATION WHERE CLASS 1 IS REQUIRED, AND NO

CRITICAL RADIANT FLUX RATING IS REQUIRED WHERE CLASS II IS REQUIRED.

2. IN CONCEALED SPACES, SURFACE MATERIALS SHALL HAVE A FLAME SPREAD INDEX OF 0-25 OR HAVE BEEN DEMONSTRATED NOT TO PROPOGATE FIRE MORE THAN 10.5 FEET WHEN TESTED IN ACCORDANCE WITH ASTM E84

OR COMPLY WITH THE REQUIREMENTS OF ASTM 2768.

11. INSULATION REQUIREMENTS (UFC 3-600-01 SECTION 8-3, IBC SECTION 2603)

THERMAL AND ACOUSTICAL INSULATION WITH A FLAME SPREAD RATING NOT HIGHER THAN 75 AND A SMOKE DEVELOPED RATING NOT HIGHER THAN 150 WILL BE USED WHEN TESTED IN ACCORDANCE WITH ASTM E84 UNLESS EXCEPTIONS OF

SECTION 8-3.2 ARE MET.

FOAM PLASTIC INSULATION MUST MEET THE REQUIREMENTS OF IBC SECTION 2603.

12. MEANS OF EGRESS (NFPA 101)

MEANS OF EGRESS LIMITATIONS WILL BE IN ACCORDANCE WITH NFPA 101 TABLE A.7.6.

EXITS WILL BE DESIGNED TO MEET NFPA 101. ALL DOORS AND CORRIDORS MUST BE SIZED AT 0.2 INCHES PER OCCUPANT

USING THE EXIT IN ACCORDANCE WITH TABLE 7.3.3.1.

EXITS SHALL BE PROVIDED SUCH THAT EXITS ARE AT LEAST 1/3 THE DIAGONAL DISTANCE OF THE BUILDING APART PER

SECTION 7.5.1.3.3.

13. OCCUPANT LOAD CALCULATION

THE OCCUPANT LOAD CALCULATION ABOVE IS NOT TO BE USED FOR THE PURPOSES OF DETERMINING ATFP OCCUPANCY.

THE BUILDING IS CONSIDERED "LOW OCCUPANCY" FOR ATFP PURPOSES.

14. DISCHARGE FROM EXITS AND EGRESS CAPACITY CALCULATION (NFPA 101)

BUILDING EXITS SHALL TERMINATE DIRECTLY AT A PUBLIC WAY IN ACCORDANCE WITH SECTION 7.7. EGRESS CAPACITY

FOR EXITS ARE SHOWN ON GI101.

BASED ON AN OCCUPANT LOAD OF 16 PERSONS, 2 EXITS HAVING A MINIMUM CLEAR WIDTH OF 32 INCHES ARE REQUIRED FOR THE FACILITY PER NFPA 101 SECTIONS 42.2.4 AND 7.11.4. TWO EXITS WITH A MINIMUM CLEAR WIDTH OF 34 INCHES EACH ARE PROVIDED. EXITS FROM NORMALLY UNOCCUPIED OR SINGLE ROOMS ARE ALSO PROVIDED. ALL INDIVIDUAL ROOM EXITS PROVIDE ADEQUATE CAPACITY FOR THE OCCUPANT LOAD OF THE ROOM THAT THEY SERVE.

15. ILLUMINATION OF MEANS OF EGRESS (NFPA 101)

MEANS OF EGRESS WILL BE ILLUMINATED IN ACCORDANCE WITH SECTION 7.8.1.2 THROUGH 7.8.1.5.

16. EMERGENCY LIGHTING (NFPA 101)

EMERGENCY LIGHTING WILL BE PROVIDED IN ACCORDANCE WITH SECTION 7.9.1.3 AND 7.9.2.

17. MARKING OF MEANS OF EGRESS (NFPA 101)

MEANS OF EGRESS WILL HAVE SIGNS IN ACCORDANCE WITH SECTION 7.10. EMERGENCY ILLUMINATION MUST BE PROVIDED FOR A MINIMUM OF 1 ½ HOURS IN THE EVENT OF FAILURE OF NORMAL LIGHTING. THE EMERGENCY LIGHTING SYSTEM MUST BE ARRANGED TO PROVIDE THE REQUIRED ILLUMINATION AUTOMATICALLY IN THE EVENT OF ANY INTERRUPTION OF

NORMAL LIGHTING.

18. PORTABLE FIRE EXTINGUISHERS (UFC 3-600-01, NFPA 101)

PORTABLE FIRE EXTINGUISHERS ARE NOT REQUIRED PER NFPA 101.

19. AUTOMATIC SPRINKLERS (UFC 3-600-01, NFPA 13)

THE BUILDING WILL BE EQUIPPED WITH A COMPLETE, AUTOMATIC WET-PIPE SPRINKLER SYSTEMS AS REQUIRED BY UFC

3-600-01 AND SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 13.

20. FIRE ALARM (UFC 3-600-01 AND NFPA 72)

THE BUILDING WILL BE PROVIDED WITH A COMPLETE, SUPERVISED, ADDRESSABLE, FIRE ALARM SYSTEM IN ACCORDANCE

WITH UFC 3-600-01 AND NFPA 72.

21. ANTITERRORISM AND FORCE PROTECTION REQUIREMENTS (UFC 4-010-01 SECTION 3-19)

EMERGENCY SHUTOFF SWITCHES IN THE HVAC CONTROL SYSTEM CAPABLE OF IMMEDIATE SHUTDOWN OF THE AIR DISTRIBUTION SYSTEM THROUGHOUT THE BUILDING SHALL BE PROVIDED THROUGHOUT THE BUILDING.

22. FIRE DEPARTMENT ACCESS (UFC 3-600-01, NFPA 1)

THE BUILDING IS PROVIDED WITH FIRE DEPARTMENT ACCESS ON 2 SIDES OF THE FACILITY IN ACCORDANCE WITH UFC 3-600-01 AND NFPA 1. NEW FIRE HYDRANTS ARE PROVIDED SURROUNDING THE FACILITY AT FIRE DEPARTMENT ACCESS

LANES. A KNOX BOX WILL BE PROVIDED AT THE MAIN ENTRANCE TO THE FACILITY.

23. PROTECTION FROM SITE HAZARDS (UFC 3-600-01)

AN RFI HAS BEEN SUBMITTED TO CONFIRM THE PRESENCE OF EXPLOSIVE MATERIAL IN THE BUILDING. BASED ON INFORMATION PROVIDED AT THE CHARRETTE, IT IS EXPECTED THAT THERE IS LESS THAN 5 LBS OF DIVISION 1.4S EXPLOSIVES PRESENT IN THE BUILDING AT ANY TIME. IT IS NOT EXPECTED THAT THIS BUILDING WILL BE A HIGH-HAZARD

OCCUPANCY.

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

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SCALE:

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MODERATE HAZARD STORAGE GROUP S-1 (SECTION 311.2) STORAGE (CHAPTER 42)

IBC NFPA 101

TOTAL AREA (SQ. FT) 5,409

STORAGE S-1 70,000 SEE NOTE 1 70,000 5,409

OCCUPANCY TYPE

BASE ALLOWABLE

AREA

(SPRINKLERED,

SINGLE STORY, SQ.

FT)

FRONTAGE

ALLOWANCE

INCREASE (SQ. FT)

TOTAL BUILDING

AREA PERMITTED

(SQ. FT)

ACTUAL FIRST

FLOOR AREA (SQ.

FT)

ALLOWABLE AREA CALCULATIONS FOR CONSTRUCTION TYPE II-B

CLASS A INTERIOR WALL AND CEILING FINISH - FLAME SPREAD INDEX 0-25, SMOKE DEVELOPED INDEX 0-450 CLASS B INTERIOR WALL AND CEILING FINISH - FLAME SPREAD INDEX 26-75, SMOKE DEVELOPED INDEX 0-450 CLASS C INTERIOR WALL AND CEILING FINISH - FLAME SPREAD INDEX 76-200, SMOKE DEVELOPED INDEX 0-450 CLASS I INTERIOR FLOOR FINISH - CRITICAL RADIANT FLUX NOT LESS THAN 0.45 W/(SQ. CM) CLASS II INTERIOR FLOOR FINISH - CRITICAL RADIANT FLUX NOT MORE THAN 0.22 W/(SQ. CM) BUT LESS THAN

0.45 W/(SQ. CM)

CLASS I OR II NO REQUIREMENT N/A

STORAGE

CLASS A OR B CLASS A, B, OR C CLASS A, B, OR C

OCCUPANCY

EXIT ENCLOSURES AND

EXIT PASSAGEWAYS

CORRIDORS

ROOMS AND ENCLOSED

SPACES

INTERIOR FINISH CLASSIFICATION (NFPA 101, TABLE A.10.2.2)

ORDINARY HAZARD

STORAGE

100 100 400

OCCUPANCY DEAD END (FT) COMMON PATH (FT) TRAVEL DISTANCE (FT)

EGRESS LIMITATIONS: SPRINKLERED FACILITY

(NFPA 101 TABLE A.7.6)

TOTALS: 5,409 16

SQUADRON 4 500 (NET) 255 1

SQUADRON 3 500 (NET) 255 1

SQUADRON 2 500 (NET) 255 1

SQUADRON 1 500 (NET) 255 1

COMM 500 (NET) 100 1

ELECTRICAL 500 (NET) 120 1

MECHANICAL 500 (NET) 160 1

EXTERIOR ACCESS ONLY: - - -

STORAGE 500 (GROSS) 4,009 9

USE

OCCUPANT LOAD FACTOR

(SQ. FT/PERSON)

AREA (SQ. FT) OCCUPANT LOAD

P-691 SONOBUOY OCCUPANCY LOAD:

UFC 3-600-01 TABLE 10-1 AND NFPA 101 TABLE 7.3.1.2

IRE-3 32 34 170

IRE-2 32 34 170

IRE-1 32 34 170

E-2 32 34 170

E-1 32 34 170

EXIT NUMBER

MINIMUM REQUIRED CLEAR

WIDTH (INCHES)

ACTUAL CLEAR WIDTH

(INCHES)

CALCULATED OCCUPANT

CAPACITY (PERSONS)

P-691 SONOBOUY EXIT CAPACITY CALCULATION

NPFA 101 SECTION 7.2.1.2.3 AND TABLE 7.3.3.1

S Y

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C R

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T E

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P R

EX.

8" DIP

10" DIP

EX. RADIOACTIVE STORAGE AREA

BOLLARDS

STEPS

EX. HORSESHOE

PITS

GENERATOR

TRANSFORMERS

EX.

8" DIP

10" DIP

EX. RADIOACTIVE STORAGE AREA

BOLLARDS

STEPS

EX. HORSESHOE

PITS

GENERATOR

TRANSFORMERS

E X . 8' C

H A

LIN

N C E

EX. 8' CHAINLINK FENCE

E X . 8' C

H A

LIN

N C E

PARKING LOT

ASPH

SPH

G R A V E

A V

E L

RAVEL

GRAVEL

RAVEL

H oi se R d.

STO

R Y

K B

1 S

R Y

M E

L FR

A M

E B

STO

R Y

ETAL

E B

R 15' - 0"

R 31' - 3 3/8"

210'

8210'

315'

13 39

16' - 2 1/4" 26

12' - 11 7/16"

SITE LOCATION

1. REFER TO SHEET GI101 FOR BUILDING CODE AND LIFE SAFETY ANALYSIS.

1. LINE OF ENCROACHMENT

2. EXIT DISCHARGE PATH

3. FIRE DEPARTMENT ACCESS LANE

4. FIRE DEPT MAIN ENTRANCE

5. WIDTH OF FIRE LANE

6. BUILDING PERIMETER

7. FIRE LANE TURNING RADIUS

8. DISTANCE ALONG FIRE DEPARTMENT ACCESS ROAD FOR HYDRANT SPACING

9. FIRE HYDRANT

10. ATFP SETBACK

11. KNOX BOX

12. CONNECTION TO EXISTING FIRE WATER MAIN. REFER TO CIVIL DRAWINGS

FOR ADDITIONAL INFORMATION.

13. FIRE DEPARTMENT CONNECTION

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.:

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1" = 30'-0"

LIFE SAFETY - CODE COMPLIANCE PLAN

PLAN

NORTH

GENERAL SHEET NOTES

GRAPHIC SCALE(S)

KEY PLAN

SHEET KEYNOTES#

1" = 30' 0 30' 120'60'

S Y

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T E

A P

1. REFER TO SHEET GI001 FOR BUILDING CODE AND LIFE SAFETY ANALYSIS.

2. EXIT SIGN AND FIRE EXTINGUISHER LOCATIONS ARE SHOWN FOR

INFORMATION ONLY. REFER TO ELECTRICAL AND ARCHITECTURAL

DRAWINGS FOR ACTUAL LOCATIONS.

LEGEND

DESCRIPTION SYMBOL

OCCUPANCY

LOAD

EXIT SIGN

TRAVEL

DISTANCE

COMMON PATH

OF TRAVEL

DEAD END

OCCUPANT LOAD

FACTOR

[X/Y]

PERSONS/SQUARE FEET

E-X/IRE-X

EXIT COMPONENT

CLEAR WIDTH

CALCULATED CAPACITY

ACTUAL USE

OCCUPANCY

CLASSIFICATION

EXIT LEGEND

KNOX BOX

MECH

ELEC

R&D

PRODUCTION

SQUADRON

S-1

S-1 S-1

[ ]1/500

[ ]1/500 [ ]1/500

94'

1 2 3 4 5 6

IRE-1

IRE-2

E-1

E-2

COMM

S-1

[ ]1/500

IRE-3

[ ]1/500

1 HR

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.:

D E

P A

R T

M E

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FIRE PROTECTION

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3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092

W A

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GENERAL SHEET NOTES

GRAPHIC SCALE(S)

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

1/8" = 1'-0"

LIFE SAFETY - FIRST FLOOR PLAN

S Y

M D

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D A

T E

A P

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.:

D E

P A

R T

M E

N T

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DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

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3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092

W A

S H

T O

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DESIGN CRITERIA

DC-1 BUILDING CODE: INTERNATIONAL BUILDING CODE (IBC) 2021,

AS AMENDED BY UFC 1-200-01 AND UFC 3-301-01

DC-2 LATERAL LOAD DESIGN CRITERIA

A. RISK CATEGORY II

B. WIND DESIGN CRITERIA

1. BASIC DESIGN WIND SPEED (V) 115 MPH

2. ALLOWABLE DESIGN WIND SPEED (Vasd) 90 MPH

3. EXPOSURE CATEGORY C

4. INTERNAL PRESSURE COEFFICIENT +/- 0.18

C. SEISMIC DESIGN CRITERIA

1. SEISMIC IMPORTANCE FACTOR (Ie) 1.0

2. SITE CLASS D

3. SHORT PERIOD SPECTRAL ACCELERATION (SS) 0.114g

4. ONE SECOND SPECTRAL ACCELERATION (S1) 0.041g

5. SHORT PERIOD RESPONSE ACCELERATION (SDS) 0.122g

6. ONE SECOND RESPONSE ACCELERATION (SD1) 0.066g

7. SEISMIC DESIGN CATEGORY A

8. SEISMIC RESPONSE COEFFICIENT (CS) 0.04

9. SEISMIC DESIGN BASE SHEAR PER MFR

10. SEISMIC RESISTING SYSTEM:

STRUCTURAL STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR

SEISMIC RESISTANCE (R =3.0)

11. ANALYSIS METHOD: EQUIVALENT LATERAL FORCE PROCEDURE

DC-3 GRAVITY LOADS

A. DEAD LOADS

1. BUILDING SELF WEIGHT + 5 PSF COLLATERAL

A. MINIMUM (FOR UPLIFT) 3 PSF

B. LIVE LOADS

1. ROOF 20 PSF MIN

2. TYPICAL (STORAGE) 250 PSF

3. MECHANICAL/ELECTRICAL/TELECOM 150 PSF

C. VEHICLE LOADS

1. UFC FORKLIFT CATEGORY II 15 KIP MAX AXLE LOAD

D. FALL PROTECTION LOADS

1. FALL PROTECTION AT ROOF HATCH 5 KIP (ULT)

E. SNOW LOADS

1. GROUND SNOW LOAD (Pg) 20 PSF

2. MINIMUM SNOW LOAD (Pm) 20 PSF

3. FLAT-ROOF SNOW LOAD(Pf) 15.4 PSF

4. SLOPED ROOF SNOW LOAD (Ps) 15.4 PSF

5. SNOW IMPORTANCE FACTOR (Is) 1.0

6. SNOW EXPOSURE FACTOR (Ce) 1.0

7. THERMAL FACTOR (Ct) 1.1

8. ADD'L UNBALANCED SNOW LOAD AS PER APPLICABLE BLDG CODE

F. CONSTRUCTION LOADS

1. NOT TO EXCEED THE DESIGN LIVE LOADS.

DC-4 FOUNDATION DESIGN CRITERIA

A. FOUNDATION DESIGN IS BASED UPON THE FOLLOWING SOIL

PARAMETERS:

1. NET ALLOWABLE SOIL BEARING PRESSURE:

A. SPREAD FOOTINGS: 2000 PSF

B. CONTINUOUS FOOTINGS: 2000 PSF

B. ASSUMED LATERAL EARTH PRESSURE PARAMETERS:

1. SOIL DENSITY = 100 PCF

2. COEFFICIENT OF ACTIVE PRESSURE (Ka) = 0.45

3. COEFFICIENT OF AT-REST PRESSURE (Ko) = 0.60

4. COEFFICIENT OF PASSIVE EARTH PRESSURE (Kp) = 3.00

5. ANGLE OF INTERNAL FRICTION (phi) = 28 DEGREES

6. COEFFICIENT OF FRICTION (u) = 0.35

7. MODULUS OF SUB-GRADE REACTION (ks) = 100 PCI

C. FROST DEPTH: 26 INCHES

D. MINIMUM BEARING DEPTH: 26 INCHES

DC-5 ANTI-TERRORISM CRITERIA

A. THIS FACILITY HAS BEEN DESIGNED IN ACCORDANCE WITH THE ANTI-

TERRORISM (AT) REQUIREMENTS SET FORTH IN UFC 4-010-01, DATED

30 JULY 2022. BUILDING ANTI-TERRORISM DESIGN CRITERIA ARE AS

FOLLOWS:

B. AT FACILITY CRITERIA

1. BUILDING SITE LOCATION WITHIN INSTALLATION PERIMETER

2. BUILDING CATEGORY UNINHABITED

3. BUILDING STANDOFF DISTANCE > 50 FT TO PERIMETER

4. UNOBSTRUCTED SPACE 33 FT

5. PROGRESSIVE COLLAPSE N/A

6. STRUCTURAL ISOLATION N/A

GENERAL

G-1 METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE

THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS

RESPONSIBLE FOR IDENTIFYING AND IMPLEMENTING THE

NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE

INTEGRITY OF THE STRUCTURE AT EACH STAGE OF CONSTRUCTION.

G-2 TEMPORARY BRACING, SHEETING, SHORING, ETC, REQUIRED TO

ENSURE THE STRUCTURAL INTEGRITY/STABILITY OF THE EXISTING

BUILDINGS, SIDEWALKS, UTILITIES, ETC, DURING CONSTRUCTION IS

THE RESPONSIBILITY OF THE CONTRACTOR AND MUST BE DESIGNED

BY A REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY THE

CONTRACTOR.

G-3 IMPLEMENTATION OF JOB SITE SAFETY IS THE SOLE RESPONSIBILITY

OF THE CONTRACTOR.

G-4 WHEN NOT SPECIFICALLY INDICATED ON THE STRUCTURAL

DRAWINGS, THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING

SLEEVE AND BLOCK-OUT REQUIREMENTS FOR PENETRATIONS PRIOR

TO FABRICATION OR ERECTION OF THE STRUCTURE. PENETRATIONS

OF STRUCTURAL MEMBERS ARE SUBJECT TO APPROVAL BY THE

CONTRACTING OFFICER. THE CONTRACTOR IS ALSO RESPONSIBLE

FOR DETERMINING ANCHORAGE AND HANGER REQUIREMENTS

REQUIRED FOR SUPPORTING EQUIPMENT, FINISHES, UTILITIES

ETCETERA NOT INDICATED ON THE STRUCTURAL DRAWINGS.

G-5 DO NOT SCALE DRAWINGS.

G-6 THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING AND

COORDINATING DIMENSIONS AND INSTALLATION DETAILS OF

PURCHASED EQUIPMENT WITH THE SUPPORTING

STRUCTURE. CONFLICTS BETWEEN THESE ITEMS AND THE BUILDING

STRUCTURE MUST BE BROUGHT TO THE ATTENTION OF THE

CONTRACTING OFFICER FOR RESOLUTION.

G-7 THE STRUCTURAL DRAWINGS GOVERN THE WORK FOR STRUCTURAL

FEATURES, UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ON

PLANS AND DETAILS ARE TO GOVERN THE STRUCTURAL WORK. THE

CONTRACTOR IS TO REFER TO THE ARCHITECTURAL DRAWINGS FOR

DIMENSIONS AND DETAILS NOT PROVIDED. DIMENSIONAL CONFLICTS

IN THE DOCUMENTS MUST BE BROUGHT TO THE ATTENTION OF THE

CONTRACTING OFFICER.

G-8 IN CASE OF CONFLICT BETWEEN THE GENERAL NOTES,

SPECIFICATIONS, DRAWINGS, OR WITHIN THESE DOCUMENTS, THE

MOST STRINGENT REQUIREMENTS AS DETERMINED BY THE

CONTRACTING OFFICER WILL GOVERN.

G-9 WORK NOT INDICATED ON A PART OF THE DRAWINGS, BUT

REASONABLY IMPLIED TO BE SIMILAR TO THAT SHOWN AT

CORRESPONDING LOCATIONS, IS TO BE REPEATED.

G-10 ALL THRU WALL PENETRATIONS WILL REQUIRE DIELECTRIC FITTINGS

AND PROPER GROUNDING TO THE HERO SHEILDING MESH.

FOUNDATIONS

F-1 FOUNDATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH

CRITERIA ESTABLISHED BY TERRACON IN THEIR GEOTECHNICAL

REPORT PREPARED FOR THIS PROJECT DATED MARCH 11, 2024.

F-2 FOUNDATIONS MUST BE PLACED ON COMPACTED SOIL MEETING THE

REQUIREMENTS OF STRUCTURAL FILL OR ON LEAN CONCRETE

BACKFILL.

F-3 THE CONTRACTOR IS TO RETAIN THE SERVICES OF A PROFESSIONAL

GEOTECHNICAL ENGINEER, SUBJECT TO THE APPROVAL OF THE

OWNER, TO VERIFY THAT THE MATERIAL ON WHICH FOUNDATIONS

BEAR HAS AT LEAST THE CAPACITY AS NOTED IN THE DESIGN

CRITERIA. THE GEOTECHNICAL ENGINEER IS TO MAKE

RECOMMENDATIONS FOR IMPROVING AREAS THAT DO NOT MEET

THE DESIGN CRITERIA.

F-4 EXTERIOR FOOTINGS ARE TO BEAR A MINIMUM OF 26 INCHES BELOW

FINISHED GRADE. ELEVATIONS SHOWN ON THE DRAWINGS AT WHICH

FOUNDATIONS BEAR ARE APPROXIMATE AND MAY VARY TO SUIT

SUBSURFACE SOIL CONDITIONS. STEP-IN FOOTING LOCATIONS

SHOWN ON THE DRAWINGS MUST BE FIELD VERIFIED AND ADJUSTED

SO THAT FOUNDATIONS BEAR ON MATERIAL OF AT LEAST THE

CAPACITY NOTED ABOVE.

F-5 PRIOR TO PLACING CONCRETE, WATER PRESENT MUST BE PUMPED

OUT FROM THE BOTTOM OF EXCAVATIONS.

F-6 CONCRETE SLABS-ON-GRADE HAVE BEEN DESIGNED TO BEAR ON

COMPACTED SUB-GRADE SOILS. THE DRAINAGE BASE COURSE

MATERIAL BENEATH THE SLAB-ON-GRADE IS TO BE FREE-DRAINING

(LESS THAN 5% PASSING THE US NO. 200 SIEVE) AND BE COMPACTED

TO AT LEAST 95% OF ASTM D 1557.

F-7 NO BACKFILLING AGAINST WALLS IS ALLOWED UNTIL THE SLABS AT

THE TOP AND BOTTOM HAVE BEEN PLACED OR ADEQUATE SHORING

HAS BEEN PROVIDED. WALLS AND GRADE BEAMS HAVING BACKFILL

AGAINST BOTH SIDES ARE TO HAVE BACKFILL PLACED ON BOTH

SIDES UNIFORMLY SO AS NOT TO EXCEED AN 8” DIFFERENTIAL.

F-8 EQUIPMENT AND/OR MATERIALS WITH WEIGHT GREATER THAN THE

DESIGN SURCHARGE MUST MAINTAIN A SAFE HORIZONTAL CLEAR

DISTANCE FROM BASEMENT AND RETAINING WALLS. A SAFE

HORIZONTAL CLEAR DISTANCE IS DEFINED AS THE DISTANCE FROM

THE BASE OF THE RETAINING WALL TO THE TOP OF FINISHED GRADE.

DESIGN SURCHARGE EQUALS 100 PSF.

F-9 THE FOUNDATION SYSTEM HAS BEEN DESIGNED TO SUPPORT A PRE-

ENGINEERED BUILDING BASED UPON A DESIGN ANALYSIS

PERFORMED BY THE STRUCTURAL ENGINEER. THE FOLLOWING

CONCRETE REQUIREMENTS FOR PRE-ENGINEERED BUILDING APPLY:

A. THE FOUNDATION MUST BE SQUARE AND LEVEL. OUT OF LEVEL

TOLERANCE FOR TOP OF CONCRETE PIERS AND WALLS IS +/-1/8"

IN 20'-0" AND +/-1/4" IN OVERALL LENGTH. TOLERANCE BETWEEN

CENTERLINES OF COLUMN ANCHOR BOLT CLUSTERS IS +/-1/8" IN

20'-0" AND +/-1/4" OVERALL.

B. ADJUST THE ELEVATION OF THE TOP OF PIERS IN ACCORDANCE

WITH BUILDING MANUFACTURER'S STANDARD. TROWEL FINISH

TOP OF CONCRETE AT COLUMN BASES.

C. ADJUST DIMENSIONS OF CONCRETE PIERS GIVEN TO PROVIDE A

MINIMUM OF 2" BEYOND EACH SIDE OF THE COLUMN BASE PLATE.

NOTE: PIER SIZE GIVEN IS MINIMUM, REVISIONS TO PIER SIZES

SHOWN ON THE DRAWINGS MUST BE PROVIDED TO THE

ENGINEER FOR REVIEW.

D. ANCHOR RODS MUST BE SET BY MEANS OF A TEMPLATE. (DO

NOT HAND SET)

E. MISCELLANEOUS JAMB POSTS MUST BE ANCHORED TO

FOUNDATION BY MEANS OF POST-INSTALLED ANCHORS AS PER

BUILDING MANUFACTURER'S DRAWINGS.

REINFORCED CONCRETE

C-1 REINFORCED CONCRETE WORK MUST BE IN ACCORDANCE WITH THE

AMERICAN CONCRETE INSTITUTE (ACI) "BUILDING CODE

REQUIREMENTS FOR STRUCTURAL CONCRETE - ACI 318" (LATEST

EDITION) AND THE “SPECIFICATIONS FOR STRUCTURAL CONCRETE

FOR BUILDINGS- ACI 301” (LATEST EDITION).

C-2 PRIOR TO CONCRETE PLACEMENT, THE CONTRACTOR MUST SUBMIT

CONCRETE MIX DESIGNS FOR EACH TYPE OF CONCRETE TO BE

USED, PREPARED IN ACCORDANCE WITH THE PROJECT

SPECIFICATIONS, TO THE CONTRACTING OFFICER FOR REVIEW.

C-3 CAST-IN-PLACE CONCRETE MUST HAVE A MINIMUM 28 DAY

COMPRESSIVE STRENGTH (f'c) AS INDICATED ON THE CONCRETE

MATERIALS SCHEDULE ON DRAWING S-601.

C-4 REINFORCEMENT:

A. DEFORMED BARS: ASTM A 615/A 615M, GRADE 60

B. WELDED WIRE REINFORCEMENT: ASTM A 1064

C-5 SPLICES (LAPS) OF REINFORCING BARS MUST BE CLASS ‘B’ TENSION

LAPS PER ACI 318 (LATEST EDITION) UNLESS NOTED OTHERWISE.

REFER TO THE MINIMUM LAP SPLICES OF REINFORCING BARS IN

TENSION SCHEDULE ON DRAWING S-601.

C-6 PROVIDE ADEQUATE CONCRETE COVER IN ACCORDANCE WITH THE

REQUIREMENTS AS SET FORTH BY ACI 318. REFER TO THE

CONCRETE COVER SCHEDULE ON DRAWING S-601.

C-7 CONTINUOUS REINFORCING BARS MUST BE TURNED AND LAPPED AT

CORNERS AND INTERSECTIONS OF WALLS AND FOOTINGS. HOOKED

BARS TO HAVE STANDARD ACI HOOKS UNLESS NOTED OTHERWISE.

C-8 CONTINUOUS TOP BARS MUST BE SPLICED AT MID-SPAN.

CONTINUOUS BOTTOM BARS MUST BE SPLICED AT CENTERLINE OF

SUPPORTS (OR AS SHOWN ON DETAILS).

C-9 WELDED WIRE REINFORCEMENT MUST BE SUPPLIED IN FLAT SHEETS

ONLY. LAP WELDED WIRE REINFORCEMENT TWO FULL MESH

LENGTHS AT SPLICES AND WIRE TOGETHER. PLACE WELDED WIRE

REINFORCEMENT WITHIN THE SLAB THICKNESS PER THE TYPICAL

DETAILS.

C-10 CONCRETE SLABS MUST BE CURED BY METHOD COMPATIBLE WITH

SPECIFIED FLOOR FINISH. WHERE ACCEPTABLE USE A LIQUID

MEMBRANE-CURING COMPOUND AT THE MANUFACTURERS

RECOMMENDED COVERAGE.

C-11 SLOPE SLABS-ON-GRADE TO DRAIN. MAINTAIN MINIMUM DESIGN

THICKNESS INDICATED.

C-12 DIVIDE FLOOR SLABS-ON-GRADE INTO SEGMENTS BY MEANS OF

ISOLATION, CONTROL AND CONSTRUCTION JOINTS AS INDICATED ON

THE DRAWINGS. SAW JOINTS MUST BE CUT AS SOON AS POSSIBLE

WITHOUT RAVELING THE SURFACE. POSITION OF CONSTRUCTION

JOINTS OTHER THAN THOSE SHOWN ON THE DRAWINGS MUST BE

SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL.

C-13 SLAB-ON-GRADE CONTROL JOINTS MUST BE PLACED ON COLUMN

CENTERLINES UNO. CONTROL JOINTS MUST BE PLACED AT EQUAL

INTERVALS IN EACH DIRECTION AS INDICATED ON THE PLANS. ADAPT

CONTROL JOINT LOCATION AT ODD BAYS. CONSTRUCTION JOINTS

MUST BE PLACED AT CONTROL JOINT LOCATIONS AT CONTRACTOR’S

DISCRETION UNO ON PLAN.

C-14 SLEEVES, INSERTS, MECHANICAL OPENINGS, CONDUITS, PIPES,

RECESSES, DEPRESSIONS, CURBS AND OTHER EMBEDDED ITEMS

MUST BE PROVIDED AS SHOWN ON THE ARCHITECTURAL,

MECHANICAL, FIRE PROTECTION, PLUMBING AND ELECTRICAL

DRAWINGS AND BY EQUIPMENT MANUFACTURERS. INSTALLATION OF

THESE ITEMS MUST BE COORDINATED AND PROVIDED FOR PRIOR TO

PLACING CONCRETE.

C-15 OPENINGS IN CONCRETE SLABS AND/OR CONCRETE WALLS MUST

HAVE ADDITIONAL REINFORCEMENT PER THE TYPICAL DETAILS. NO

PENETRATIONS ARE PERMITTED THROUGH ANY CONCRETE

BEAM, JOIST, COLUMN, PIER OR JAMB WITHOUT THE ENGINEER’S

WRITTEN APPROVAL. PENETRATIONS MUST BE RE-ROUTED AS

REQUIRED AT THESE LOCATIONS.

C-16 PENETRATIONS THROUGH CONCRETE SLABS AND/OR CONCRETE

WALLS MUST BE PLACED DURING CONSTRUCTION OF THE WALL WITH

THE APPROPRIATE SLEEVE.

C-17 ANCHOR RODS TO BE ASTM F 1554 Fy = 36 KSI MINIMUM, UNLESS

NOTED OTHERWISE. DIAMETER AND LOCATIONS MUST BE AS

INDICATED ON THE PRE-ENGINEERED METAL BUILDING DRAWINGS

(BY OTHERS). ANCHOR ROD EMBEDMENT MUST BE AS INDICATED ON

THESE STRUCTURAL DRAWINGS.

MASONRY

M-1 MASONRY WORK MUST BE IN CONFORMANCE WITH THE AMERICAN

CONCRETE INSTITUTE (ACI) "BUILDING CODE FOR MASONRY

STRUCTURES-ACI 530” (LATEST EDITION) AND THE “SPECIFICATIONS

FOR MASONRY STRUCTURES-ACI 530.1” (LATEST EDITION).

M-2 CONCRETE MASONRY TO HAVE A MINIMUM 28 DAY COMPRESSIVE

STRENGTH OF MASONRY (f'm) OF 2,000 PSI AND:

A. HOLLOW BLOCK: ASTM C 90, NORMAL WT.

B. SOLID BLOCKS: ASTM C 90.

M-3 DEFORMED BAR REINFORCEMENT PER ASTM A 615/A 615M GRADE 60.

A. PROVIDE MINIMUM LAP SPLICES OF 48 BAR DIAMETERS.

B. PROVIDE BAR SPACERS TO LOCATE REINFORCING WITHIN CMU

CELLS.

M-4 HORIZONTAL JOINT REINFORCING TO BE SPACED AT 16" OC IN WALLS

UNO AND MUST BE GALVANIZED, STANDARD CLASS, LADDER TYPE,

CONFORMING TO ASTM A951. SIDE RODS TO BE 3/16" WITH NO. 9

CROSS RODS UNO. PROVIDE ONE-PIECE PREFABRICATED

REINFORCING UNITS AT 8” OC AT WALL CORNERS AND

INTERSECTIONS AND IN THE FIRST TWO COURSES ABOVE AND

BELOW MASONRY OPENINGS. PROVIDE LAP AS RECOMMENDED BY

THE MANUFACTURER WITH A MINIMUM OF 6". DISCONTINUE

HORIZONTAL JOINT REINFORCING AT CONTROL JOINTS.

M-5 BOND BEAMS AND REINFORCING TO BE DISCONTINUOUS AT

CONTROL JOINTS UNLESS NOTED OTHERWISE. BOND BEAM

REINFORCING AT THE TOP OF WALLS IS TO BE CONTINUOUS.

M-6 CONTROL JOINT SPACING IN MASONRY WALLS MUST BE PROVIDED

WHERE INDICATED ON THE STRUCTURAL DRAWINGS, OR A MAXIMUM

OF 24'-0" ON CENTER.

M-7 MASONRY WALLS TO BE TEMPORARILY BRACED UNTIL FLOOR OR

ROOF SYSTEM HAS BEEN INSTALLED AND HAS BECOME CAPABLE OF

STABILIZING THE WALLS.

M-8 DOWEL REINFORCED MASONRY WALLS TO FOUNDATION. SIZE

DOWELS TO MATCH WALL REINFORCEMENT. LOCATE DOWELS IN

CELLS TO CONTAIN WALL REINFORCEMENT. LAP DOWELS WITH

WALL REINFORCEMENT A MINIMUM OF 48 BAR DIAMETERS UNO.

M-9 FULLY GROUT ALL MASONRY WALLS. UNLESS NOTED OTHERWISE,

PLACE TYPICAL CMU REINFORCEMENT IN CENTER OF CELLS AND

SPACE AS FOLLOWS:

A. FOR 8” CMU: (1) #5 VERTICAL AT 32” ON CENTER.

B. PROVIDE ADDITIONAL BARS AT CORNERS AND OPENINGS PER

TYPICAL DETAILS.

M-10 CORNERS AND INTERSECTIONS TO BE TIED BY MASONRY BOND.

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04/19/2024

ABBREVIATIONS

RO ROUGH OPENING

RTU ROOF TOP UNIT

S SOUTH

SC SLIP CRITICAL

SCHED SCHEDULE

SDI STEEL DECK INSTITUTE

SECT SECTION

SF SQUARE FOOT

SHT SHEET

SIM SIMILAR

SL SLOPE, SLOPED OR SLOPING

SLV SLEEVE

SOG SLAB ON GRADE

SP SPACE, SPACES OR SPACING

SPEC SPECIFY, SPECIFIED OR SPECIFICATIONS

SQ SQUARE

SQ FT SQUARE FOOT

SS STAINLESS STEEL

STD STANDARD

STIFF STIFFENER

STL STEEL

STRUCT STRUCTURAL

SUSP SUSPEND, SUSPENDED OR SUSPENSION

T&B TOP & BOTTOM

T/ TOP OF

T/C TOP OF CURB

TEMP TEMPORARY

TERM TERMINATE OR TERMINAL

THD THREAD OR THREADED

THK THICK OR THICKNESS

THRESH THRESHOLD

TRANS TRANSVERSE

TRTD TREATED

TSF TONS PER SQUARE FEET

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VIF VERIFY IN FIELD

W WEST

WDH WIDTH

W/ WITH

W/O WITHOUT

WL WIND LOAD

WP WORKING POINT

WT WEIGHT

WWR WELDED WIRE REINFORCEMENT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ABV ABOVE

ACI AMERICAN CONCRETE INSTITUTE

ADDL ADDITIONAL

ADJ ADJACENT

ADJBL ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALT ALTERNATE

APPROX APPROXIMATE OR APPROXIMATELY

ARCH ARCHITECT OR ARCHITECTURAL

ASTM AMERICAN SOCIETY FOR TESTING MATERIAL

AVG AVERAGE

B PL BASE PLATE OR BEARING PLATE

B/ BOTTOM OF

B/C BOTTOM OF CURB

BD BOARD

BF BOTH FACES

BFF BELOW FINISHED FLOOR

BIT BITUMINOUS

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BLW BELOW

BMK BENCH MARK

BM BEAM

BOT BOTTOM

BR BRICK

BRG BEARING

BRKT BRACKET

BS BOTH SIDES

BSMT BASEMENT

BT BENT

BTWN BETWEEN

CB CATCH BASIN

CC CENTER TO CENTER

CEM PL CEMENT PLASTER

CF CUBIC FOOT OR CUBIC FEET

CHAM CHAMFER

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTERLINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COOR COORDINATE

CORR CORRIDOR

CRSE COURSE

CRSI CONCRETE REINFORCING STEEL INSTITUTE

CY CUBIC YARD

db BAR DIAMETER

DBL DOUBLE

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DL DEAD LOAD

DN DOWN

DTL DETAIL

DWG DRAWING

DWL DOWEL

E EAST

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION FINISH SYSTEM

EJ EXPANSION JOINT

ELE ELEVATOR

ELEC ELECTRICAL

ELEV ELEVATION

EMBED EMBED, EMBEDED OR EMBEDMENT

ENCL ENCLOSE OR ENCLOSURE

ENGR ENGINEER

EOS EDGE OF SLAB

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATE OR ESTIMATED

EW EACH WAY

EXC EXCAVATE OR EXCAVATION

EXCL EXCLUDE OR EXCLUDING

EXIST EXISTING

EXP EXPANSION

EXP BLT EXPANSION BOLT

EXT EXTERIOR

F/F FACE TO FACE

FD FLOOR DRAIN

FDN FOUNDATION

FF FAR FACE

FIN FINISH OR FINISHED

FL FLOOR

FPRF FIREPROOF OR FIREPROOFING

FS FAR SIDE

FT FOOT OR FEET

FTG FOOTING

GA GAUGE/GAGE

GALV GALVANIZED

GB GRADE BEAM

GC GENERAL CONTRACTOR

GD GRADE(ING)

GRAV GRAVEL

GRD GROUND

GRT GROUT

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT

HT HEIGHT

ID INSIDE DIAMETER

IN INCH(ES)

INCL INCLUDE

INFO INFORMATION

INT INTERIOR

ISO JT ISOLATION JOINT

JB JAMB

JST JOIST

JT JOINT

K KIP(S)

KB KNEE BRACE

KCF KIPS PER CUBIC FEET

KLF KIPS PER LINEAR FOOT

KSF KIPS PER SQUARE FEET

KSI KIPS PER SQUARE INCH

L LENGTH

LB POUND

ld DEVELOPMENT LENGTH

LF LINEAR FOOT

LG LONG

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

LP LOW POINT

LTL LINTEL

MEP MECHANICAL, ELECTRICAL & PLUMBING

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MCJ MASONRY CONTROL JOINT

MECH MECHANICAL

MEMB MEMBRANE

MEZZ MEZZANINE

MFR MANUFACTURE(R)

MH MANHOLE

MID MIDDLE

MIN MINIMUM

MISC MISCELLANEOUS

MLTP MULTIPLE

MO MASONRY OPENING

MP MASONRY PIER

MTL METAL

N NORTH

NF NEAR FACE

NIC NOT IN CONTRACT

NM NORMAL

No. NUMBER

NOM NOMINAL

NS NEAR SIDE

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OPNG OPENING

OPH OPPOSITE HAND

OZ OUNCE

PART PARTITION

PCF POUNDS PER CUBIC FOOT

PCI POUNDS PER CUBIC INCH

PEMB PRE-ENGINEERED METAL BUILDING

PERF PERFORATED

PERM PERIMETER

PL PLATE

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PRCST PRECAST

PREFAB PREFABRICATED

PREMLD PREMOLDED

PROP PROPERTY

PROT PROTECT(ED)(ION)

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PSIG POUNDS PER SQUARE INCH GAUGE

PT POINT

PVMT PAVEMENT

QTY QUANTITY

RAD RADIUS OR RADII

RD ROOF DRAIN

RE: REFER TO

REC RECESSED

REINF REINFORCE, REINFORCING OR REINFORCEMENT

REQ'D REQUIRED

REV REVISE OR REVISION

RF ROOF

SYMBOLS

S( ) L( ) C( )

LL( )

HSS( )

MC( )

WT( )

W( )

EQUAL

STRUCTURAL TEE

WIDE FLANGE

PLATE

ANGLE

HOLLOW STRUCTURAL SECTION

MISCELLANEOUS CHANNEL

DOUBLE ANGLE

CHANNEL

AMERICAN STANDARD SHAPE

PERPENDICULAR

PERCENT

PARALLEL

NUMBER

DIAMETER

ELEVATION

DEGREE

CENTERLINE

ANGLE

K( ) OPEN WEB STEEL JOIST

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.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

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N G

E R

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S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

E N

E E

G S

Y S

T E

M S

C O

M M

A N

D W

A S

G T

O N

W A

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A V

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D .C

AS NOTED

3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092

W A

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O R

N A

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U X

E N

T R

R S

T . M

A R

Y 'S

C O

U N

T Y

, M D

F Y

C O

N P

1737036

CONTROLLED UNCLASSIFIED INFORMATION

C O

N T

R O

L L E

D U

N C

L A

S S

D I N

F O

R M

A T

CONTROLLED UNCLASSIFIED INFORMATION

C O

N T

R O

L L E

D U

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L A

S S

D I N

F O

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A T

PM/CN

03/15/2024

P M

C U s e rs

\j a m e s .c u m m in g s \D o c u m e n ts \B

L D

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-1

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J a m e s .C u m m in g s B

B Z

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V4 S-002

G E

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13150252

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S -0

100% FINAL SUBMITTAL

METAL BUILDING SYSTEMS

MB-1 DESIGN, FABRICATION AND ERECTION OF THE PRE-ENGINEERED METAL BUILDING SYSTEM MUST

BE SUFFICIENT TO WITHSTAND LOADS FROM WIND, SNOW, GRAVITY, STRUCTURAL MOVEMENT

AND SEISMIC ACTION WITHOUT EXCEEDING ALLOWABLE STRESSES AND MUST BE IN

ACCORDANCE WITH THE LATEST EDITIONS OF THE FOLLOWING CODES:

A. METAL BUILDING MANUFACTURERS ASSOCIATION (MBMA) “METAL BUILDING SYSTEMS

MANUAL” (LATEST EDITION).

B. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) “SPECIFICATIONS FOR STRUCTURAL

STEEL BUILDINGS” AND STEEL DESIGN GUIDE SERIES 3: “SERVICEABILITY DESIGN

CONSIDERATIONS FOR LOW-RISE BUILDINGS”.

C. IRON AND STEEL INSTITUTE (AISI) “NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF

COLD FORMED STEEL STRUCTURAL MEMBERS” (LATEST EDITION).

D. AMERICAN WELDING SOCIETY (AWS) “STRUCTURAL WELDING CODE STEEL AWS D1.1/D1.1M”.

E. UNITED FACILITIES CRITERIA, UFC 3-301-01, “STRUCTURAL ENGINEERING”.

MB-2 DEFORMATIONS OF THE PRE-ENGINEERED BUILDING (INCLUDING BUT NOT LIMITED TO LATERAL DRIFT, RACKING OF FRAMES, AND HORIZONTAL AND OR VERTICAL DEFLECTION OF STRUCTURAL

ELEMENTS, CLADDING OR OTHER SUPPORTED ELEMENTS), IS TO BE LIMITED BY THE

RECOMMENDATIONS SET FORTH IN AISC’S STEEL DESIGN GUIDE SERIES 3: “SERVICEABILITY

DESIGN CONSIDERATIONS FOR LOW-RISE BUILDINGS,” AND AS FOLLOWS:

A. LATERAL SWAY OF MAIN FRAMES AT EAVE HEIGHT H/240 MAX

B. LATERAL SWAY OF MAIN FRAMES AT TOP OF MASONRY WALL H/240 OR 1-1/2” MAX

C. HORIZ DEFLECTION OF GIRTS SUPPORTING MASONRY WALL L/240 or 1-1/2” MAX

D. HORIZ DEFLECTION OF GIRTS SUPPORTING METAL SIDING L/120 OR 2” MAX

E. VERTICAL DEFLECTION OF MAIN FRAME L/240 OR 6” MAX

F. VERTICAL DEFLECTION OF PURLINS L/240 OR 1-1/2” MAX

G. RACKING OF MAIN FRAME H/500 (H=EAVE HT)

H. RACKING OF END WALLS H/500 (H=EAVE HT)

I. LATERAL MOVEMENT OF ELEMENTS SUPPORTING DRYWALL

PARTITIONS (H= PARTITION HT) H/500

MB-3 WIND FORCES USED FOR COMPUTATION OF MEMBER STRESSES ARE TO BE BASED ON THE

BASIC WIND SPEED PER ASCE 7. COMPUTE DRIFT DUE TO WIND BASED ON A WIND SPEED WITH A

10 YEAR MEAN RECURRANCE INTERVAL (MRI).

MB-4 PRIOR TO FABRICATION, CONTRACTOR IS TO SUBMIT THE FOLLOWING ITEMS TO THE

CONTRACTING OFFICERFOR REVIEW. SUBMITTED ITEMS MUST BE PREPARED BY, OR UNDER

THE SUPERVISION OF, A PROFESSIONAL ENGINEER REGISTERED IN THE STATE THAT THE

PROJECT WILL BE CONSTRUCTED AND BEAR THE SEAL OF THAT PROFESSIONAL ENGINEER.

A. SUBMIT ERECTION DRAWINGS TO INCLUDE DETAILS SHOWING ERECTION AND ASSEMBLY OF

THE METAL BUILDING SYSTEM INCLUDING SIDE WALL, END WALL, ROOF CANOPY AND ROOF

FRAMING. INCLUDE BUILDING TRANSVERSE AND CROSS SECTIONS WITH WIND AND SEISMIC

BRACING PRESENT FOR THE BUILDING SYSTEM.

B. SUBMIT ANCHOR ROD PLACEMENT DRAWING TO SHOW ANCHOR ROD LOCATIONS. INCLUDE

CALCULATED FOUNDATION LOADS AT THE BASE OF COLUMNS.

C. SUBMIT PANEL LAYOUTS ON WALLS, ROOF CANOPIES AND ROOFS. DETAILS OF SUPPORTS

ANCHORAGES AND SPECIAL CONDITIONS. INCLUDE DETAILS OF PANEL PROFILES.

MB-5 CONTRACTOR IS TO ENGAGE AN EXPERIENCED INSTALLER TO ERECT THE PRE-ENGINEERED

METAL BUILDING WHO IS EXPERIENCED IN THE ERECTION OF METAL BUILDINGS AND WHO IS

CERTIFIED IN WRITING BY THE METAL BUILDING SYSTEM MANUFACTURER AS QUALIFIED FOR

ERECTION OF THE MANUFACTURER’S PRODUCTS.

MB-6 FABRICATE FRAMING COMPONENTS IN THE SHOP TO THE GREATEST EXTENT POSSIBLE. IN

GENERAL, SHOP WELD AND FIELD BOLT CONNECTIONS.

MB-7 EXERCISE CARE IN DELIVERING, UNLOADING, STORING AND ERECTING BUILDING MEMBERS, WALL AND ROOF COVERING PANELS AND OTHER BUILDING COMPONENTS TO PREVENT BENDING, WARPING, TWISTING AND SURFACE DAMAGE.

MB-8 ERECT FRAMING TRUE TO LINE, LEVEL AND PLUMB. LEVEL BASE PLATES TO A TRUE PLANE WITH

FULL BEARING TO SUPPORTING STRUCTURE; USE A NON-SHRINKING GROUT TO OBTAIN

UNIFORM BEARING AND TO MAINTAIN A LEVEL BASE LINE ELEVATION.

MB-9 PROVIDE LATERAL LOAD RESISTING SYSTEMS TO RESIST THE INDICATED WIND AND SEISMIC

LOADS IN ROOF AND SIDE WALLS. WHERE OVERHEAD DOORS INTERFERE WITH DIAGONAL

BRACING, PROVIDE STRUCTURAL WIND FRAMES. PROVIDE SAG RODS TO MAINTAIN VERTICAL

ALIGNMENT OF WALL GIRTS. REFERENCE THE PLAN DRAWINGS FOR PERIMETER BRACING AND

FRAME LOCATIONS.

MB-10 PROVIDE FRAMED DOOR AND WINDOW OPENINGS OF DESIGN AND SIZE TO ACCOMMODATE

FINISHED UNITS AND TO TRANSMIT ALL LOADS TO THE BUILDING STRUCTURE.

MB-11 DESIGN THE PRE ENGINEERED METAL BUILDING TO PROVIDE LATERAL SUPPORT FOR THE TOP

OF MASONRY WALLS. LATERAL SUPPORT MUST BE IN THE FORM OF A GIRT, SPANDREL BEAM,

OR OTHER APPROVED MEANS. THE TOP OF MASONRY WALLS MUST BE BOLTED TO THE

LATERAL SUPPORT AND ALLOW MOVEMENT TO AVOID THE TRANSFER TO VERTICAL OR

HORIZONTAL FORCES TO THE WALL.

MB-12 THE FOUNDATION DESIGN ON THESE CONTRACT DRAWINGS IS PRELIMINARY AND BASED UPON

ASSUMED COLUMN BASE REACTIONS CALCULATED BY A STRUCTURAL ENGINEER. THESE

REACTIONS ARE INDICATED IN A TABLE ON DRAWING S-602. UPON FINAL BUILDING DESIGN, THE

ACTUAL COLUMN BASE REACTIONS ARE TO BE COMPARED TO THE PRELIMINARY FOUNDATION

DESIGN LOADS BY THE GENERAL CONTRACTOR. IF THE ACTUAL REACTIONS EXCEED THE

PRELIMINARY DESIGN LOADS, THE FOUNDATION DESIGN PROVIDED IS VOID AND A REGISTERED

PROFESSIONAL ENGINEER MUST BE EMPLOYED BY THE GENERAL CONTRACTOR TO COMPLETE

A FOUNDATION DESIGN BASED UPON THE ACTUAL REACTIONS.

A. COLUMN BASES ARE TO BE PINNED. FIXED BASES ARE NOT PERMITTED.

B. ANCHOR ROD DIAMETERS, AND SPACINGS ARE TO BE PROVIDED FOR BY THE PEMB

MANUFACTURER AND COMPLY WITH THE FOOTING AND DETAILS REFERENCED.

MB-14 THE GENERAL CONTRACTOR IS TO COORDINATE WITH THE PEMB MANUFACTURER AND

MECHANICAL SUBCONTRACTORS TO PROVIDE SUPPORT FOR SUSPENDED EQUIPMENT, PIPING,

DUCTWORK AND UTILITIES IDENTIFIED ON THESE STRUCTURAL DRAWINGS, MEP DRAWINGS, FIRE

PROTECTION DRAWINGS, ARCHITECTURAL DRAWINGS, OR OTHERWISE NOTED OR REQUIRED.

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04/04/2024

2 3 4 5 6

98'-0"

20'-0" 20'-0" 20'-0" 21'-0" 17'-0"

'-0

S L

C1 S-301

TYP

C1 S-301

TYP

C1 S-301

TYP

C1 S-301

TYP

CENTERLINE

1'-4" FRAME

CENTERLINE

1'-4" FRAME

C J

S-301

TYP @

COL

C2 S-301

TYP @

COL

A1 S-301

C4 S-301

S-301

A1 S-301

C4 S-301

10"

S-301

F7.0

P1A

F8.0

P3A

F9.0

P5A

F9.0

P5A F8.0

P3A

F7.0

P2A

F7.0

F8.0

F9.0

F9.0 P3

F8.0

F7.0

F6.0

F6.0x3.0 (-1'-6") F6.0x3.0(-1'-6")

F6.0x3.0

1'-8" TYP 1'-8" TYP

F8.0x7.0

P4A

4' -0

-0

4'-3"

WF2.8 (TYP)

W F

(T Y

WF2.8 (TYP)

TYP AT

OH DOOR

TYP @

MANDOOR

W F

(T Y

FD FD

1. RE: DRAWING S-001 & S-002 FOR GENERAL NOTES AND DESIGN CRITERIA.

2. TOP OF SLAB ELEVATION = RE: CIVIL. THIS ELEVATION IS THE DATUM

ELEVATION = 0'-0". ALL ELEVATIONS ARE REFERENCED FROM

THIS ELEVATION.

3. COORDINATE DIMENSIONS, WALL OPENINGS ELEVATIONS, SECTIONS AND

DETAILS WITH ARCHITECTURAL DRAWINGS.

4. COORDINATE LOCATIONS OF ALL FLOOR PENETRATIONS WITH M/E/P

DRAWINGS.

5. RE: DRAWINGS S-501 & S-502 FOR TYPICAL FOUNDATION AND SLAB DETAILS.

6. RE: DRAWING S-503 FOR TYPICAL MASONRY DETAILS.

7. TOP OF CONCRETE PIER ELEVATION = -0'-8" (TYP UNO)

8. TOP OF CONCRETE FOOTING ELEVATION = -2'-8" (TYP UNO)

SPREAD FTG

MARK

T/FTG ELEV.

PIER MARK

WALL FTG MARK

WFX

GRID

NOTE:

1. RE: STRUCTURAL FOUNDATION AND PIER SCHEDULES ON S-601 AND

S-602 FOR MARK TYPES.

PX ( )

T/PIER ELEV.

SLAB-ON-GRADE TYPE

RE: SCHEDULE ON S-601

PEMB COLUMN

S L

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.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

S E

N G

E R

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

E N

E E

G S

Y S

T E

M S

C O

M M

A N

D W

A S

G T

O N

W A

S H

T O

N N

A V

Y Y

A R

D .C

AS NOTED

3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092

W A

S H

T O

N D

C C

O R

N A

V A

L A

T A

N P

A T

U X

E N

T R

R S

T . M

A R

Y 'S

C O

U N

T Y

, M D

F Y

C O

N P

1737036

CONTROLLED UNCLASSIFIED INFORMATION

C O

N T

R O

L L E

D U

N C

L A

S S

D I N

F O

R M

A T

CONTROLLED UNCLASSIFIED INFORMATION

C O

N T

R O

L L E

D U

N C

L A

S S

D I N

F O

R M

A T

PM/CN

03/15/2024

P M

C U s e rs

\j a m e s .c u m m in g s \D o c u m e n ts \B

L D

G -P

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File details come from the government source that posted it. Updated Apr 22, 2024.