ATTACHMENT E - BLDG-P691-HSF-1290140-V3.pdf

PDF 29 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 Attachment E to the federal contract opportunity for the P691 Phase I, Aircraft Development and Maintenance Facility project. The project secures site development and construction services for a Sonobuoy Storage Building and an Air Ops Storage Building, with an option for a Hazmat building if needed. It also includes a Furniture, Fixtures, and Equipment (FF&E) option for the acquisition and placement of various moveable items. This opportunity is restricted to the 10 small businesses participating in the NAVFAC WASHINGTON Gold Small Business Multiple Award Construction Contract (GOLD SB MACC). The solicitation number is 6007134, and the project is being conducted by the Department of the Navy Naval Facilities Engineering Command.

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Other files

File	Type	Posted
ATTACHMENT C - BLDG-P691-AOP-1290140-V2.pdf	PDF	Apr 22, 2024
ATTACHMENT B - RFI Form.xlsx	XLSX spreadsheet	Apr 22, 2024
SBMACC (GOLD) - Solicitation - P691 Phase I Aircraft Development and Maintenance Facility (4-22-24).pdf	PDF	Apr 22, 2024
ATTACHMENT D - BLDG-P691-Civil-1290140-V1.pdf	PDF	Apr 22, 2024
ATTACHMENT A - Contractor Base Access Visit Request Form.docx	DOCX document	Apr 22, 2024
ATTAHMENT F - BLDG-P691-SSF-1290140-V4.pdf	PDF	Apr 22, 2024
ATTACHMENT G - P691 SAT TO Submission - Specs.pdf	PDF	Apr 22, 2024

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SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

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29 SEPTEMBER 2023

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VOLUME 3 - HAZMAT BUILDING

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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

SHEET

NO.

NAVFAC

DRAWIN

G NO.

SHEET INFORMATION

NUMBER NAME

GENERAL

1 13150146 G-000 PROJECT COVER SHEET

2 13150147 G-001 HAZMAT BUILDING COVER SHEET - VOLUME 3

3 13150148 G-002 DRAWING INDEX

SHEET INDEX - VOLUME 3

SHEET

NO.

NAVFAC

DRAWING

NO.

SHEET INFORMATION

NUMBER NAME

ELECTRICAL

71 13150216 E-001 ELECTRICAL - NOTES, SYMBOLS, AND ABBREVIATIONS

72 13150217 ES101 ELECTRICAL - SITE UTILITY PLAN

73 13150218 ES501 ELECTRICAL - SITE DETAILS

74 13150219 ES502 ELECTRICAL - SITE DETAILS

75 13150220 ES503 ELECTRICAL - SITE DETAILS

76 13150221 EH101 HAZARDOUS LOCATIONS PLAN

77 13150222 EG101 ELECTRICAL - GROUNDING PLAN

78 13150223 EG102 ELECTRICAL - LIGHTNING PROTECTION PLAN

79 13150224 EG501 ELECTRICAL - GROUNDING DETAILS

80 13150225 EG502 ELECTRICAL - LIGHTNING PROTECTION DETAILS

81 13150226 EL101 LIGHTING - 1ST FLOOR PLAN

82 13150227 EP101 POWER - 1ST FLOOR PLAN

83 13150228 E-401 ELECTRICAL - ENLARGED PLANS

84 13150229 E-501 ELECTRICAL - LIGHTING CONTROL DETAILS

85 13150230 E-502 ELECTRICAL - LIGHT FIXTURE DETAILS

86 13150231 E-601 ELECTRICAL - LIGHTING FIXTURE SCHEDULE

87 13150232 E-602 ELECTRICAL - SINGLE LINE DIAGRAM AND PANEL SCHEDULES

TELECOMMUNICATIONS

88 13150233 T-001 TELECOMMUNICATIONS SYMBOLS, SCHEDULES, & NOTES

89 TS101 TELECOMMUNICATIONS - SITE UTILTY PLAN

90 13150235 T-101 TELECOMMUNICATIONS - 1ST FLOOR PLAN

91 13150236 T-401 TELECOMMUNICATIONS - ENLARGED PLANS

92 13150237 T-501 TELECOMMUNICATIONS - DETAILS

93 13150238 T-502 TELECOMMUNICATIONS - DETAILS

94 13150239 T-601 TELECOMMUNICATIONS - DIAGRAMS

SHEET INDEX - VOLUME 3

SHEET

NO.

NAVFAC

DRAWING

NO.

SHEET INFORMATION

NUMBER NAME

GENERAL

4 13150149 GI001 BUILDING CODE ANALYSIS

5 13150150 GI100 LIFE SAFETY - CODE COMPLIANCE PLAN

6 13150151 GI101 LIFE SAFETY - FIRST FLOOR PLAN

HAZARDOUS

7 13150152 H-111 HAZARDOUS - PLAN

STRUCTURAL

8 13150153 S-001 DESIGN CRITERIA AND GENERAL NOTES

9 13150154 S-002 GENERAL NOTES, ABBREVIATIONS AND SYMBOLS

10 13150155 S-101 FOUNDATION PLAN

11 13150156 S-301 FOUNDATION SECTIONS

12 13150157 S-302 FOUNDATION SECTIONS

13 13150158 S-401 ENLARGED PLANS AT CONTAINMENT AREAS

14 13150159 S-501 FOUNDATION AND SLAB TYPICAL DETAILS

15 13150160 S-502 FOUNDATION AND SLAB TYPICAL DETAILS

16 13150161 S-503 MASONRY TYPICAL DETAILS

17 13150162 S-601 STRUCTURAL SCHEDULES

18 13150163 S-602 PIER SCHEDULES AND DETAILS

19 13150164 S-603 PIER DETAILS

ARCHITECTURE

20 13150165 AE001 ARCHITECTURAL NOTES AND SYMBOLS

21 13150166 AE002 TYPICAL ABA DETAILS & MOUNTING HEIGHTS

22 13150167 AE101 FIRST FLOOR PLAN

23 13150168 AE105 FIRST FLOOR REFLECTED CEILING PLAN

24 13150169 AE109 ROOF PLAN

25 13150170 AE201 NORTH AND SOUTH EXTERIOR ELEVATIONS

26 13150171 AE202 EAST AND WEST EXTERIOR ELEVATIONS

27 13150172 AE301 BUILDING SECTIONS

28 13150173 AE311 WALL SECTIONS

29 13150174 AE401 ENLARGED TOILET ROOM

30 13150175 AE501 EXTERIOR DETAILS

31 13150176 AE510 INTERIOR PARTITION TYPE SCHEDULE AND DETAILS

32 13150177 AE601 DOOR SCHEDULE AND LOUVER TYPES

33 13150178 AE602 DOOR DETAILS

INTERIORS

34 13150179 IN001 INTERIORS - FINISH, FURNITURE AND SIGNAGE SCHEDULES AND NOTES

35 13150180 IN101 INTERIORS - FINISH, FURNITURE AND SIGNAGE PLAN, DESK TYPICAL AND LEGENDS

36 13150181 IN102 INTERIORS - DETAILS AND SIGNAGE DETAILS

FIRE PROTECTION

37 13150182 FA001 FIRE ALARM - GENERAL NOTES, ABBREVIATIONS, & SYMBOLS

38 13150183 FA002 FIRE ALARM - SEQUENCE OF OPERATIONS

39 13150184 FA101 FIRE ALARM - FIRST FLOOR PLAN

40 13150185 FA501 FIRE ALARM - DETAILS

41 13150186 FA701 FIRE ALARM - RISER DIAGRAM

42 13150187 FX001 FIRE PROTECTION GENERAL NOTES, ABBREVIATIONS, & SYMBOLS

43 13150188 FX101 FIRE PROTECTION - FIRST FLOOR PLAN

PLUMBING

44 13150189 P-001 PLUMBING GENERAL NOTES, ABBREVIATIONS & SYMBOLS

45 13150190 PU111 PLUMBING - UNDERGROUND PLAN

46 13150191 P-111 PLUMBING - 1ST FLOOR PLAN

47 13150192 P-151 PLUMBING - ROOF PLAN

48 13150193 P-401 PLUMBING - ENLARGED PLANS

49 13150194 P-501 PLUMBING - DETAILS

50 13150195 P-601 PLUMBING - SCHEDULES

51 13150196 P-701 PLUMBING - RISER DIAGRAMS

52 13150197 P-702 PLUMBING - RISER DIAGRAMS

MECHANICAL

53 13150198 M-001 MECHANICAL - SYMBOLS AND ABBREVIATIONS

54 13150199 M-002 MECHANICAL - GENERAL NOTES

55 13150200 MH111 HVAC - 1ST FLOOR PLAN

56 13150201 MP111 PIPING - 1ST FLOOR PLAN

57 13150202 M-401 MECHANICAL - ENLARGED PLANS

58 13150203 M-501 MECHANICAL - DETAILS

59 13150204 M-502 MECHANICAL - DETAILS

60 13150205 M-503 MECHANICAL - DETAILS

61 13150206 M-601 MECHANICAL - SCHEDULES

62 13150207 M-602 MECHANICAL - SCHEDULES

63 13150208 M-701 MECHANICAL - DIAGRAMS

64 13150209 M-801 MECHANICAL - CONTROLS

65 13150210 M-802 MECHANICAL - CONTROLS

66 13150211 M-803 MECHANICAL - CONTROLS

67 13150212 M-804 MECHANICAL - CONTROLS

68 13150213 M-805 MECHANICAL - CONTROLS

69 13150214 M-806 MECHANICAL - CONTROLS

70 13150215 M-807 MECHANICAL - CONTROLS

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FIRE PROTECTION/LIFE SAFETY CODE SUBMITTAL

1. PROJECT NAME

P691 AIRCRAFT HANGAR AND OUTBUILDINGS - HAZARDOUS MATERIALS WASTE STORAGE FACILITY

2. PROJECT DESCRIPTION

THE SINGLE STORY BUILDING CONSISTS OF BUSINESS AND STORAGE OCCUPANCIES. THE BUILDING CONTAINS ADMINISTRATIVE SPACES, A

HAZARDOUS WASTE STORAGE BAY, 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 30 - 2021 EDITION - FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE

• 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

• NFPA 400 - 2022 EDITION - HAZARDOUS MATERIALS CODE

• IBC 2018 EDITION - INTERNATIONAL BUILDING CODE

4. OCCUPANCY CLASSIFICATION

THE BUILDING CONSISTS OF SEVERAL BAYS WITHIN THE HAZARDOUS WASTE STORAGE AREA FOR VARIOUS TYPES OF MATERIALS. THE BUILDING FUNCTIONS AS A 90 DAY HAZARDOUS WASTE STORAGE FACILITY AND RECEIVES SHIPMENTS FROM DIFFERENT AREAS OF THE BASE PRIOR TO SENDING THE MATERIALS OFF BASE. REFER TO SECTION 27 FOR ADDITIONAL INFORMATION. DUE TO THE NATURE OF THE BUILDING, THE HAZARDOUS MATERIAL STORAGE AREA IS DESIGNATED AS AN H-3 OCCUPANCY SINCE IT IS LIKELY THAT THE MAQ WILL BE

EXCEEDED DURING THE LIFETIME OF THE BUILDING.

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.

2. STORAGE ROOMS LESS THAN 100 SQUARE FEET SHALL BE CONSIDERED ACCESSORY TO ANOTHER OCCUPANCY PER IBC 311.1.1.

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

THE BUILDING HEIGHT IS ONE STORY (24 FEET).

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

THE FACILITY IS CLASSIFIED AS NON-SEPARATED MIXED USE.

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 AND UFC 3-600-01 SECTION 4-20.3. THERE IS GREATER THAN 50 FEET OF SEPARATION BETWEEN THE HAZMAT FACILITY AND THE NEAREST FACILITY.

10. PROTECTION FROM HAZARDS (NFPA 101, UFC 4-211-01)

THE HAZARDOUS AREA WILL BE SEPARATED FROM THE ADMINISTRATION AREA OF THE BUILDING BY A 2 HOUR FIRE BARRIER IN

ACCORDANCE WITH UFC 3-600-01 SECTION 4-20.3.1 AND NFPA 400 SECTION 6.2.1.3.

11. OPENING PROTECTION AND PENETRATION REQUIREMENTS (NFPA 101, CHAPTER 8)

PENETRATIONS FOR CABLES, CONDUITS, PIPES, AND SIMILAR ITEMS TO ACCOMMODATE ELECTRICAL, MECHANICAL, PLUMBING, AND COMMUNICATIONS SYSTEMS THAT PASS THROUGH FIRE BARRIERS MUST BE PROTECTED BY APPROVED FIRESTOP SYSTEMS OR DEVICES TESTED IN ACCORDANCE WITH ASTM E814 OR ANSI / UL 1479. JOINTS MADE WITHIN OR AT THE PERIMETER OF FIRE BARRIERS MUST BE PROTECTED WITH A SMOKE-TIGHT JOINT SYSTEM THAT IS CAPABLE OF LIMITING THE TRANSFER OF SMOKE. JOINTS MADE WITHIN OR BETWEEN FIRE RESISTANCE-RATED ASSEMBLIES MUST BE PROTECTED WITH A JOINT SYSTEM TESTED IN ACCORDANCE WITH ASTM E1966 OR ANSI / UL 2079.

PENETRATIONS AND JOINTS THROUGH SMOKE PARTITIONS MUST BE PROTECTED BY A SYSTEM THAT IS CAPABLE OF

LIMITING THE TRANSFER OF SMOKE.

FIREBLOCKING AND DRAFTSTOPPING ARE NOT REQUIRED IN NON-COMBUSTIBLE CONCEALED SPACES PER IBC 718.

AIR-TRANSFER OPENINGS IN SMOKE PARTITIONS MUST BE PROVIDED WITH APPROVED SMOKE DAMPERS.

12. MARKING AND IDENTIFICATION OF FIRE BARRIERS (IBC SECTION 703.7)

FIRE BARRIERS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING. SUCH

IDENTIFICATION SHALL:

1. BE LOCATED IN ACCESSIBLE CONCEALED FLOOR, CEILING, OR ATTIC SPACE.

2. BE LOCATED WITHIN 15 FEET OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FEET MEASURED

HORIZONTALLY ALONG THE WALL OR PARTITIONS.

3. INCLUDE LETTERING NOT LESS THAN 3 INCHES IN HEIGHT WITH A MINIMUM 3/8 INCH STROKE IN A CONTRASTING

COLOR INCORPORATING THE SUGGESTED WORKING “FIRE BARRIER AND/OR SMOKE PARTITION – PROTECT ALL

OPENINGS” OR OTHER WORDING.

13. FIRE AND SMOKE DAMPERS (NFPA 90A)

FIRE DAMPERS WILL BE PROVIDED IN ACCORDANCE WITH NFPA 90A CHAPTER 5. FIRE DAMPERS WILL BE PROVIDED AT LOCATIONS WHERE DUCTS PENETRATE MEMBRANES IN CEILINGS OR WALLS, AND SHAFT ENCLOSURES. AIR-TRANSFER OPENINGS IN PARTITIONS REQUIRED TO HAVE A FIRE RESISTANCE RATING WILL BE PROTECTED WITH APPROVED FIRE DAMPERS. DUCT-THROUGH PENETRATIONS OF FIRE RATED PARTITIONS IN THIS PROJECT WILL BE PROTECTED WITH A LISTED FIRESTOP SYSTEM FOR THE PARTICULAR OPENING SIZE AND DUCT ASSEMBLY. AIR-TRANSFER OPENINGS IN A FIRE-RATED ASSEMBLY SHALL BE PROVIDED WITH APPROVED FIRE DAMPERS. AIR-TRANSFER OPENINGS IN SMOKE

PARTITIONS SHALL BE PROVIDED WITH APPROVED SMOKE DAMPERS.

14. 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.

15. 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

UFC 3-600-01 SECTION 8-3.2 ARE MET.

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

16. MEANS OF EGRESS (NFPA 101)

MEANS OF EGRESS WILL COMPLY WITH THE MOST RESTRICTIVE REQUIREMENT OF THE OCCUPANCIES PRESENT IN THE

BUILDING.

THE BUILDING IS CLASSIFIED AS A NON-SEPARATED MIXED-USE OCCUPANCY PER IBC AND A MIXED-USE OCCUPANCY PER NFPA 101. EACH PORTION OF THE BUILDING MUST BE CLASSIFIED AS ITS OWN USE IN ACCORDANCE WITH NFPA 101

SECTION 6.1.14.3.1.

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 IN HIGH HAZARD AREAS MUST BE SIZED AT 0.4 INCHES PER OCCUPANT USING THE EXIT IN ACCORDANCE WITH TABLE 7.3.3.1. ALL OTHER DOORS AND CORRIDORS MUST

BE SIZED AT 0.2 INCHES PER OCCUPANT.

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.

16. MEANS OF EGRESS CONTINUED (NFPA 101)

17. 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.

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

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

BASED ON AN OCCUPANT LOAD OF 13 PERSONS, 2 EXITS EACH HAVING A MINIMUM CLEAR WIDTH OF 32 INCHES ARE REQUIRED FOR THE FACILITY PER NFPA 101 SECTIONS 38.2.4, 42.2.4, AND 7.11.4. THREE 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.

19. 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.

20. EMERGENCY LIGHTING (NFPA 101)

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

21. 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

22. PORTABLE FIRE EXTINGUISHERS (UFC 3-600-01, NFPA 10, NFPA 101)

PORTABLE FIRE EXTINGUISHERS MUST BE PROVIDED IN ACCORDANCE WITH NFPA 101 AND PLACED IN ACCORDANCE WITH

NFPA 10.

23. 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.

24. FIRE ALARM SYSTEM (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.

25. 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.

26. 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.

27. HAZARDOUS MATERIALS (UFC 3-600-01)

BASED ON INFORMATION PROVIDED AT THE CHARRETTE, IT IS EXPECTED THAT THE BUILDING WILL EXCEED THE MAXIMUM ALLOWABLE QUANTITY FOR THE MATERIALS TYPICALLY SENT TO THE EXISTING FACILITY. TYPICAL MATERIALS THE FACILITY RECEIVES INCLUDE PAINT, LED LIGHT BULBS, JET FUEL, CLEANING SOLVENTS, ETC. THE STANDARD OPERATING PROCEDURE IS ONLY TO STORE WHAT CAN FIT IN EACH DESIGNATED BAY. MATERIALS ARE STORED ON THE FLOOR AND NOT STACKED ON

SHELVES/RACKS. ALL MATERIALS ARE STORED IN CLOSED CONTAINERS.

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

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PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

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AS NOTED

3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092

W A

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\d m c c u tc h e o n \D o c u m e n ts

\B L D

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V3 GI001

B U

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13150149

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100% FINAL SUBMITTAL

TOTAL AREA (SQ. FT) 3,920

STORAGE S-1 70,000 70,000 3,195

HIGH HAZARD H-3 14,000 14,000 300

BUSINESS B 92,000

See Note 1

92,000 425

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

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

HIGH HAZARD STORAGE GROUP H-3 (SECTION 307.5) STORAGE (CHAPTER 42)

BUSINESS GROUP B (SECTION 304.1) NEW BUSINESS (CHAPTER 38)

IBC NFPA 101

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

CLASS I OR II NO REQUIREMENT N/A

NEW BUSINESS

CLASS A OR B CLASS A OR B 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)

NOTE: ALL HIGH HAZARD STORAGE AREAS MUST COMPLY WITH NFPA 101 SECTION 7.11.4.

HIGH HAZARD STORAGE 0 0 75

ORDINARY HAZARD

STORAGE

100 100 400

NEW BUSINESS 50 100 300

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

EGRESS LIMITATIONS: SPRINKLERED FACILITY

(NFPA 101 TABLE A.7.6 AND SECTION 7.11)

FIRE BARRIERS 2 90

COMPONENT WALLS AND PARTITIONS (HOUR) FIRE DOOR ASSEMBLIES (MINUTES)

TOTALS: 3,920 13

ELECTRICAL 500 (NET) 110 1

MECHANICAL 500 (NET) 110 1

EXTERIOR ACCESS ONLY: - - -

HIGH HAZARD STORAGE 500 (GROSS) 2,917 6

COMM 500 (GROSS) 80 1

BUSINESS 150 (GROSS) 425 4

USE

OCCUPANT LOAD FACTOR

(SQ. FT/PERSON)

AREA (SQ. FT) OCCUPANT LOAD

P-691 HAZMAT OCCUPANCY LOAD:

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

IRE-2 32 34 170

IRE-1 32 34 170

E-3 32 34 85

E-2 32 34 85

E-1 32 34 170

EXIT NUMBER

MINIMUM REQUIRED CLEAR

WIDTH (INCHES)

ACTUAL CLEAR WIDTH

(INCHES)

CALCULATED OCCUPANT

CAPACITY (PERSONS)

P-691 HAZMAT EXIT CAPACITY CALCULATION

NPFA 101 SECTION 7.2.1.2.3 AND TABLE 7.3.3.1

S Y

M D

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P R

EX.

0" D

18" R C P

R C P

38B

38A

EX. 8

' C

AIN

N K F

C E W

/ B

BED

EX. 6

' P

STIC

C E

C O

N C

ASPH

GRAVEL

G R A V E L

GRAVEL

M a tta p a n y W a y

'-0

33'-0"

164'

185'

80'-1 1/4"

267'

57'-3/4"

SITE LOCATION

1. REFER TO GI001 FOR LIFE SAFETY ANALYSIS.

1. FIRE HYDRANT

2. ATFP SETBACK

3. EXIT DISCHARGE PATHS

4. FIRE DEPARTMENT MAIN ENTRANCE

5. DISTANCE ALONG FIRE DEPARTMENT ACCESS ROAD FOR HYDRANT

SPACING

6. FIRE DEPARTMENT CONNECTION

7. LINE OF ENCROACHMENT

8. BUILDING PERIMETER

9. FIRE DEPARTMENT ACCESS LANE

10. KNOX BOX

11. LOCATION OF TIE-IN POINT TO EXISTING FIRE WATER MAIN. REFER TO

CIVIL DRAWINGS FOR ADDITIONAL INFORMATION.

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

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BRANCH MANAGER

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FIRE PROTECTION

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3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092

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\d m c c u tc h e o n \D o c u m e n ts

\B L D

G -P

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PLAN

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GENERAL SHEET NOTES

GRAPHIC SCALE(S)

KEY PLAN

SHEET KEYNOTES#

1" = 30'-0"

LIFE SAFETY - CODE COMPLIANCE PLAN

1" = 30'

0 30' 120'60'

S Y

M D

E S

C R

D A

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FEC

F E

1. REFER TO GI001 FOR LIFE SAFETY ANALYSIS.

LEGEND

DESCRIPTION SYMBOL

FIRE EXTINGUISHER

CABINET

OCCUPANCY

LOAD

EXIT SIGN

TRAVEL

DISTANCE

COMMON PATH

OF TRAVEL

DEAD END

OCCUPANT LOAD

FACTOR

[X/Y]

PERSONS/SQUARE FEET

2 HOUR FIRE

BARRIER

E-X/IRE-X

EXIT COMPONENT

CLEAR WIDTH

CALCULATED CAPACITY

ACTUAL USE

OCCUPANCY

CLASSIFICATION

EXIT LEGEND

2 HR

KNOX BOX

FLAMMABLE

TOXIC

NON-REG WASTE

ADMIN

SHIPPING/ RECEIVING

CORROSIVE ACID

CORROSIVE BASE

UNIVERSAL

NON-REG WASTE

GENERAL STOR

ELEC

MECH

2 HR

TOILET

G101

COMM

S-1

S-1S-1

2 HR

[ ]1/500

[ ]1/500[ ]1/500

[ ]1/500

65'

39'

H-3

1 2 3 4 5 6

E-1

E-2

E-3

IRE-1

IRE-2

[ ]1/150

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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M A

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DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

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G S

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C O

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AS NOTED

3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092

W A

S H

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100% FINAL SUBMITTAL

PLAN

NORTH

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

E S

C R

D A

T E

A P

F E

1 6

2 3 4 5

TOILET

G101

ADMIN

COMM

MECH

ELEC

GENERAL STOR

FLAMMABLE

TOXIC

NON-REG WASTE

UNIVERSAL

CORROSIVE BASE

CORROSIVE ACID

SHIPPING/ RECEIVING

1 2 3 4

STEEL SLEEVE CAST IN

PLACE;

EXTEND SLEEVE MINIMUM 1"

ABOVE FLOOR

FILL GAP COMPLETELY

AROUND PIPE WITH FIRE CAULK

AS REQUIRED; USE FILLER ROD

PER MANUFACTURER AND FILL

FLUSH TO TOP OF PIPE SLEEVE

4" SCH. 40 PVC TEE LOCATED

IN GRAVEL BED

NONCOMPACTED GRAVEL BED

MIN. 4"

FINISHED FLOOR

12" TURBINE VENTILATOR WITH

CUSTOM COLOR FINISH - COLOR

TO MATCH ROOF, 4" Ø THROAT.

147 CFM @ 4 MPH WIND

METAL PIPE STRAPATTACH TURBINE VENTILATOR TO

TOP OF 4" VENT THROUGH ROOF.

LOCATE ABOVE PIPE FLASHING

COLLAR.

REFER TO ARCHITECTURAL

DRAWINGS FOR ROOF PIPE

VENT DETAILS

MIN. 12"

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

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DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

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3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092

GRAPHIC SCALE(S)

W A

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A M

C U s e rs

\R y a n .B ro w n \O n e D ri v e

M ic h a e l B a k e r In te rn a ti o n a l\ D e s k to p \R e v it L o c a l\ B

L D

G -P

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Z W

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H A

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13150152

SRR SAK

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100% FINAL SUBMITTAL

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

HAZARDOUS - 1ST FLOOR PLAN

KEYNOTES

1 4" VENT RISER UP FROM BELOW SLAB.

2 ROUTE 4" VENT RISER UP THROUGH THE ROOF TO THE OUTSIDE.

TERMINATE RISER MINIMUM 12" ABOVE THE ROOF AND AT LEAST 10'-0" FROM

ANY OPERABLE OPENING OR AIR INTAKE. PROVIDE VENT TERMINATION WITH

12" TURBINE VENTILATOR. SEAL OPENINGS BETWEEN THE PIPING AND

FLOOR SLABS. PROVIDE ALL MOUNTING AND ELECTRICAL REQUIREMENTS

FOR FUTURE FAN.

3 LOCATION FOR THE FUTURE RADON MITIGATION SYSTEM FAN MUST BE

UNDER THE ROOF DECK AND SECURED IN A MANNER THAT MINIMIZES

TRANSFER OF VIBRATION TO THE STRUCTURAL FRAMING. FLEXIBLE

CONNECTORS MUST BE PROVIDED AT BOTH ENDS OF THE FAN. WIRE

REQUIREMENTS MUST CONFORM WITH THE OTHER PROVISIONS OF THE

NATIONAL ELECTRIC CODE AND OTHER LOCAL REGULATIONS.

4 MAINTAIN MINIMUM 1/8" PER 1'-0" SLOPE. COORDINATE ROUTING WITH

OTHER DISCIPLINES ABOVE THE CEILING.

SCALE:

4' 8' 16'0

1/8" = 1'-0"

PLAN

NORTH

GENERAL NOTES

1 PIPING LAYOUT AND DETAILS SHOWN TO PROVIDE GENERAL

REQUIREMENTS OF THE RADON MITIGATION SYSTEM.

2 PROVIDE VERTICAL RISER VENTILATION PIPING FOR A PASSIVE AIR RADON

MITIGATION SYSTEM.

3 PROVISIONS MUST BE PROVIDED TO CONVERT THE SYSTEM TO AN ACTIVE

SYSTEM.

4 AT THE COMPLETION OF CONSTRUCTION AND PRIOR TO OCCUPANCY THE

CONTRACTOR MUST PERFORM TESTING BY AN APPROVED INDEPENDANT

TESTING AGENCY FOR PROPER FUNCTIONALITY. INCLUDING A SMOKE TEST

AND A PRESSURE READING TEST THROUGH THE RISER PIPES.

5 ALL COMPONENTS OF THE RADON MITIGATION SYSTEM MUST BE IN

COMPLIANCE WITH THE APPLICABLE MECHANICAL, ELECTRICAL, BUILDING,

PLUMBING, ENERGY AND FIRE PREVENTION CODES AS WELL AS ALL LOCAL

CODES, STANDARDS AND REGULATIONS.

6 A MINIMUM 4-INCH THICK AASHTO #57 STONE SLAB BASE COURSE MUST BE

PROVIDED. ALL PENTRATIONS MUST BE SEALED TO CREATE A MONOLITHIC

MEMEBRANE BETWEEN THE SURFACE OF THE SLAB AND MOISTURE

SOURCES BELOW THE SLAB AND AT THE SLAB PERIMIETER. REFER TO

STRUCTURAL DRAWINGS FOR ADDITIONAL DETAILS.

7 ALL RADON MITIGATION SYSTEM PIPING IS TO BE SCHEDULE 40 PVC OR

EQUIVALENT PIPING MATERIAL. ALL JOINTS AND CONNECTIONS IN THE

SYSTEM MUST BE PERMANENTLY SEALED AIR TIGHT WITH ADHESIVES AS

SPECIFICED BY THE MANUFACTURER OF THE PIPE MATERIAL UTILIZED.

8 LABEL THE EXPOSED RADON MITIGATION SYSTEM PIPING TO IDENTIFY THE

PIPE AS A COMPONENT OF THE RADON MITIGATION SYSTEM. LABELS MUST

BE PLACED AT LEAST EVERY 10 FT ALONG PIPE RUNS.

9 ALL PIPING SHALL BE SUPPORTED AT LEAST EVERY 6 FEET ON HORIZONTAL

RUNS. VERTICAL RUNS SHALL BE SECURED EITHER BELOW OR ABOVE THE

POINT OF PENETRATION AND AT LEAST EVERY 8 FEET. ALL SUPPORTS MUST

ONLY BE FASTENED TO THE STRUCTURE OF THE BUILDING.

SCALE:NTS

RADON MITIGATION VENT PIPE DETAIL - THROUGH FLOOR

SCALE:NTS

RADON MITIGATION VENT PIPE DETAIL - THROUGH ROOF

S Y

M D

E S

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P R t

DAVID W HUFO

}i f,rolmt0 PROFf t t{ ll] Pt;61t69

04 APRIL 2o24

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

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F A

S E

N G

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S Y

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100% FINAL SUBMITTAL

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 IV

B. WIND DESIGN CRITERIA

1. BASIC DESIGN WIND SPEED (V) 128 MPH

2. ALLOWABLE DESIGN WIND SPEED (Vasd) 99 MPH

3. EXPOSURE CATEGORY C

4. INTERNAL PRESSURE COEFFICIENT +/- 0.18

C. SEISMIC DESIGN CRITERIA

1. SEISMIC IMPORTANCE FACTOR (Ie) 1.5

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) 0.06

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. SNOW LOADS

1. GROUND SNOW LOAD (Pg) 20 PSF

2. MINIMUM SNOW LOAD (Pm) 24 PSF

3. FLAT-ROOF SNOW LOAD(Pf) 18.5 PSF

4. SLOPED ROOF SNOW LOAD (Ps) 18.5 PSF

5. SNOW IMPORTANCE FACTOR (Is) 1.2

6. SNOW EXPOSURE FACTOR (Ce) 1.0

7. THERMAL FACTOR (Ct) 1.1

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

E. 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.

FOUNDATIONS

F-1 FOUNDATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH

CRITERIA ESTABLISHED BY TERRACON IN THEIR GEOTECHNICAL

REPORT PREPARED FOR THIS PROJECT DATED FEBRUARY 5, 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.

C-18 WATERSTOPS AT THE CONTAINMENT AREA TO BE CHEMICAL

RESISTANT. WATERSTOPS ARE TO BE 6" MIN, RIBBED WITH A

CENTERBULB SIZED FOR 1/4" MOVEMENT IN ANY DIRECTION.

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 FULL HEIGHT 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 UNLESS NOTED OTHERWISE, PLACE TYPICAL CMU REINFORCEMENT

IN CENTER OF FULLY GROUTED 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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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

TPV THERMOPLASTIC VULCANIZATE

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

S E

N G

E R

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25…

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