ATTACHMENT C - BLDG-P691-AOP-1290140-V2.pdf

PDF 10 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 C to a federal solicitation for the P691 Phase I, Aircraft Development and Maintenance Facility project. The solicitation is for site development and construction services of a Sonobuoy Storage Building and an Air Ops Storage Building, with an option for a Hazmat building. The project also includes a Furniture, Fixtures, and Equipment (FF&E) Option CLIN. 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). The solicitation number is 6007134, and the agency is the Department of the Navy Naval Facilities Engineering Command.

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Other files

File	Type	Posted
ATTACHMENT E - BLDG-P691-HSF-1290140-V3.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

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

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DRAWFORM REVISION: 25 AUGUST 2020

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100% FINAL SUBMITAL

PROJECT COVER SHEET

NAVAL AIR STATION PATUXENT RIVER, MARYLAND

100% FINAL SUBMITTAL

29 SEPTEMBER 2023

DEPARTMENT OF THE NAVY

NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

VOLUME 2 - AIR OPS 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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ACTIVITY

FOR COMMANDER NAVFAC

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3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092

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13150096

EMA EMA

G -0

100% FINAL SUBMITAL

VOLUME 2 - AIR OPS BUILDING

NAVAL AIR STATION PATUXENT RIVER, MARYLAND

VICINITY MAP

LOCATION MAP

DEPARTMENT OF THE NAVY

NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

PROJECT LOCATION(S)

PROJECT LOCATION

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

(301) 757-0335

100% FINAL SUBMITTAL

29 SEPTEMBER 2023

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ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

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NAVFAC DRAWING NO.

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EPROJECT NO.:

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AS NOTED

3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092

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SHEET INDEX

SHEET

NO.

NAVFAC

DRAWING

NO.

SHEET INFORMATION

NUMBER NAME

GENERAL

1 13150095 G-000 PROJECT COVER SHEET

2 13150096 G-001 AIR OPS BUILDING COVER SHEET - VOLUME 2

3 13150097 G-002 DRAWING INDEX

SHEET INDEX - VOLUME 2

SHEET

NO.

NAVFAC

DRAWING

NO.

SHEET INFORMATION

NUMBER NAME

GENERAL

4 13150098 GI001 BUILDING CODE ANALYSIS

5 13150099 GI100 LIFE SAFETY - CODE COMPLIANCE PLAN

6 13150100 GI101 LIFE SAFETY - 1ST FLOOR PLAN

STRUCTURAL

7 13150101 S-001 DESIGN CRITERIA AND GENERAL NOTES

8 13150102 S-002 GENERAL NOTES, ABBREVIATIONS AND SYMBOLS

9 13150103 S-101 FOUNDATION PLAN

10 13150104 S-301 FOUNDATION SECTIONS

11 13150105 S-501 FOUNDATION AND SLAB TYPICAL DETAILS

12 13150106 S-502 FOUNDATION AND SLAB TYPICAL DETAILS

13 13150107 S-601 STRUCTURAL SCHEDULES

14 13150108 S-602 PIER SCHEDULES AND DETAILS

ARCHITECTURE

15 13150109 AE001 ARCHITECTURAL NOTES AND SYMBOLS

16 13150110 AE002 TYPICAL ABA DETAILS & MOUNTING HEIGHTS

17 13150111 AE101 FIRST FLOOR PLAN

18 13150112 AE105 FIRST FLOOR REFLECTED CEILING PLAN

19 13150113 AE109 ROOF PLAN

20 13150114 AE201 NORTH AND SOUTH EXTERIOR ELEVATIONS

21 13150115 AE202 EAST AND WEST EXTERIOR ELEVATIONS

22 13150116 AE301 BUILDING SECTIONS

23 13150117 AE311 WALL SECTIONS

24 13150118 AE501 EXTERIOR DETAILS

25 13150119 AE601 DOOR SCHEDULE AND LOUVER TYPES

26 13150120 AE602 DOOR DETAILS

INTERIORS

27 13150121 IN001 INTERIOR - FINISH, FURNITURE, SIGNAGE SCHEDULES AND NOTES

28 13150122 IN101 INTERIOR - FINISH, FURNITURE AND SIGNAGE PLAN AND LEGENDS

ELECTRICAL

29 13150123 E-001 ELECTRICAL - NOTES, SYMBOLS, AND ABBREVIATIONS

30 13150124 ES101 ELECTRICAL - SITE UTILITY PLAN

31 13150125 ES501 ELECTRICAL - SITE DETAILS

32 13150126 ES502 ELECTRICAL - SITE DETAILS

33 13150127 ES503 ELECTRICAL - SITE DETAILS

34 13150128 EG101 ELECTRICAL - GROUNDING PLAN

35 13150129 EG501 ELECTRICAL - GROUNDING DETAILS

36 13150130 EL101 LIGHTING - 1ST FLOOR PLAN

37 13150131 EP101 POWER - 1ST FLOOR PLAN

38 13150132 E-501 ELECTRICAL - LIGHTING CONTROL DETAILS

39 13150133 E-502 ELECTRICAL - LIGHT FIXTURE DETAILS

40 13150134 E-601 ELECTRICAL - LIGHTING FIXTURE SCHEDULE

41 13150135 E-602 ELECTRICAL - SINGLE LINE DIAGRAM AND PANEL SCHEDULES

TELECOMMUNICATIONS

42 13150136 T-001 TELECOMMUNICATIONS SYMBOLS, SCHEDULES, & NOTES

43 13150137 TS101 TELECOMMUNICATIONS - SITE UTILITY PLAN

44 13150138 T-101 TELECOMMUNICATIONS - 1ST FLOOR PLAN

45 13150139 T-501 TELECOMMUNICATIONS - DETAILS

46 13150140 T-601 TELECOMMUNICATIONS - DIAGRAMS

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FIRE PROTECTION/LIFE SAFETY CODE SUBMITTAL

1. PROJECT NAME

P691 AIRCRAFT HANGAR AND OUTBUILDINGS - AIRCRAFT OPERATIONS STORAGE BUILDING

2. PROJECT DESCRIPTION

THE SINGLE STORY BUILDING CONSISTS OF STORAGE.

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, 6 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, 9 JULY 2021

• NFPA 1 - 2021 EDITION - FIRE CODE

• 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 24'-6" AND 1 STORY.

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

THE FACILITY IS CLASSIFIED AS SINGLE OCCUPANCY.

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. THERE IS GREATER THAN 20 FEET OF SEPARATION

BETWEEN THE AIR OPS FACILITY AND THE NEAREST FACILITY.

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

NOTES:

1. 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 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 LIMITATIONS WILL BE IN ACCORDANCE WITH NFPA 101 TABLE A.7.6.

EXITS WILL BE DESIGNED TO MEET NFPA 101. ALL DOORS AND CORRIDORS 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 1/2 THE DIAGONAL DISTANCE OF THE BUILDING APART PER

SECTION 7.5.1.3.2.

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 9 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.

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 MUST BE PROVIDED IN ACCORDANCE WITH SECTION 7.9. 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.

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

PORTABLE FIRE EXTINGUISHERS ARE NOT REQUIRED IN ACCORDANCE WITH NFPA 101.

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

THE BUILDING IS NOT REQUIRED TO BE PROVIDED WITH A SPRINKLER SYSTEM IN ACCORDANCE WITH UFC 3-600-01 SECTION 9-7.2.1.

23. FIRE ALARM & VOICE EVACUATION SYSTEM (UFC 3-600-01, UFC 4-021-01, AND NFPA 72) THE BUILDING IS NOT REQUIRED TO BE PROVIDED WITH A FIRE ALARM SYSTEM IN ACCORDANCE WITH UFC 3-600-01 SECTION 9-18.1.

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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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

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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

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C C

O R

N A

V A

L A

T A

N P

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T . M

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1737036

CONTROLLED UNCLASSIFIED INFORMATION

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CONTROLLED UNCLASSIFIED INFORMATION

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PM/CN

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13150098

TGW DAM

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100% FINAL SUBMITTAL

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

IBC NFPA 101

TOTAL AREA (SQ. FT) 4,116

STORAGE S-1 17,500 SEE NOTE 1 17,500 4,116

OCCUPANCY TYPE

BASE ALLOWABLE

AREA

(NON-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)

STORAGE 50 50 200

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

EGRESS LIMITATIONS: NON SPRINKLERED FACILITY

(NFPA 101 TABLE A.7.6)

TOTALS: 4,116 9

STORAGE 500 (GROSS) 4,116 9

USE

OCCUPANT LOAD FACTOR

(SQ. FT/PERSON)

AREA (SQ. FT) OCCUPANT LOAD

P-691 AIR OPS FACILITY OCCUPANCY LOAD:

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

E-2 32 34 170

E-1 32 34 170

FIRST FLOOR

EXIT NUMBER

MINIMUM REQUIRED CLEAR

WIDTH (INCHES)

ACTUAL CLEAR WIDTH

(INCHES)

CALCULATED OCCUPANT

CAPACITY (PERSONS)

P-691 AIR OPS FACILITY EXIT CAPACITY CALCULATION

NPFA 101 SECTION 7.2.1.2.3 AND TABLE 7.3.3.1

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33' ATFP SETBACK

280'

23' - 6 11/16"

31' - 6"

3 2

10 312'

SITE LOCATION

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

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

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A V

Y N

A V

A L

F A

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M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

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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'

1 ATFP SETBACK

2 BUILDING PERIMETER

3 EXIT DISCHARGE PATH

4 FIRE DEPARTMENT MAIN ENTRANCE

5 LINE OF ENCROACHMENT

6 FIRE DEPARTMENT ACCESS LANE

7 FIRE DEPARTMENT ACCESS LANE WIDTH

8 FIRE DEPARTMENT ACCESS LANE TURNING RADIUS

9 EXISTING FIRE HYDRANT

10 DISTANCE ALONG FIRE DEPARTMENT ACCESS ROAD FOR HYDRANT

SPACING

11 KNOX BOX

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

2. EXIT SIGNS ARE SHOWN FOR INFORMATION ONLY. REFER TO ELECTRICAL

DRAWINGS FOR ACTUAL LOCATION.

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

S-1

[ ]1/500

78'

E-2

E-1

STORAGE

1 2 3 4 5 6

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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GRAPHIC SCALE(S)

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

1/8" = 1'-0"

LIFE SAFETY - FIRST FLOOR PLAN

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ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

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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

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) 20 PSF

3. FLAT-ROOF SNOW LOAD(Pf) 16.8 PSF

4. SLOPED ROOF SNOW LOAD (Ps) 16.8 PSF

5. SNOW IMPORTANCE FACTOR (Is) 1.0

6. SNOW EXPOSURE FACTOR (Ce) 1.0

7. THERMAL FACTOR (Ct) 1.2

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.

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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

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 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

-A O

P -1

-S

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

B Z

R A

.r v t

V2 S-002

G E

N E

R A

L N

O T

E S

, A B

B R

E V

O N

S A

N D

S Y

M B

DRB

13150102

JDZ JAC

V O

P S

B U

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 RECURRENCE INTERVAL (MRI).

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

CONTRACTING OFFICER FOR 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 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-13 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.

S Y

M D

E S

C R

D A

T E

A P

P R

2 3 4 5 6

98'-0"

19'-0" 20'-0" 20'-0" 20'-0" 19'-0"

'-0

C J

S L S L

C J

TYP. UNO

C1 S-301

TYP

C1 S-301

TYP

S-301

TYP

C1 S-301

TYP

S-301

S-301C4

S-301

1'-4" 1'-4"

S-301

TYP AT

COL

C2 S-301

TYP AT

COL

WF2.8 (TYP)

F7.0

P3AF5.5

P1A

F5.5

P4A

F5.5

P4A

F7.0

P3A

F8.0

P3A

F8.0

P3A F5.5

P2A

F7.0

F8.0

F5.5

P1 W

F 2.

Y P

WF2.8 (TYP)

W F

(T Y

AT OH DOOR

AT MANDOOR

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

7. 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

-A O

P -1

-S

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

B Z

R A

.r v t

V2 S-101

F O

U N

D A

N P

DRB

13150103

JDZ JAC

V O

P S

B U

S -1

100% FINAL SUBMITTAL

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

FOUNDATION PLAN

FOUNDATION PLAN NOTES

SHEET KEYNOTES

SYMBOLS LEGEND

2 BOLLARD, TYP. RE: A1/S-501

11 PROVIDE SLAB ISOLATION JOINT AT ALL COLUMNS, RE: C4/S-501.

12 PROVIDE ADDITIONAL SLAB REINFORCEMENT AT ALL RE-ENTRANT

CORNERS AND DISCONTINUOUS SLAB JOINTS, RE: B3/S-501.

40 ASSUMED BRACED FRAME LOCATION

CJ SLAB CONTROL JOINT. SPACE CONTROL JOINTS AT COLUMNS AND

EQUALLY BETWEEN COLUMNS AS SHOWN AT A SPACING NOT

EXCEEDING 20'-0" WITH A LENGTH TO WIDTH RATIO NO GREATER

THAN 1:25:1.00. RE: C1/S-501.

SL STEEL LINE

PLAN

NORTH

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

GRAPHIC SCALE(S)

S Y

M D

E S

C R

D A

T E

A P

P R

FIN GRADE

RE: CIVIL

T/FTG

RE: PLAN

T/SLAB

RE: PLAN

ATTACHMENT BY PEMB

MFR @ 3'-0" MAX

R E

: N O

T E

#5 @ 16" OC, EW

FOOTING

RE: PLAN & SCHED

1/2" ISOLATION JOINT

RE: C2/S-501

SLAB-ON-GRADE

RE: PLAN

6" MAX

2" MIN

3/4" CHAMFER

CONT. 8" CIP WALL

STEEL LINE

T/WALL

EL = 1'-4"

8" CEE GIRT BY

PEMB MFR

NOTE: FOR SLOPING GROUND, MINIMUM

EMBEDMENT DEPTH APPLIES TO THE LOWEST

EXTERIOR GRADE WITHIN 5 HORIZONTAL FEET OF

THE STRUCTURE.

EQ 8" EQ

MASONRY VENEER

RE: ARCH

GROUT SOLID

BELOW GRADE

FIN GRADE

RE: CIVIL

T/FTG

RE: PLAN

T/SLAB

RE: PLAN

T/PIER

RE: PLAN

COL & BASE PLATE

BY PEMB MFR

1/2" EXP JT

SLAB-ON-GRADE

RE: PLAN

ISOLATION POUR

RE: C4/S-501

NON-SHRINK

GROUT

FOOTING

RE: PLAN & SCHED

ATTACHMENT

RE: C1/S-301

CONTINUE WALL REINF

THROUGH PIER, TYP

8" CEE GIRT BY

PEMB MFR

FACE OF PEMB

FRAMESTEEL LINE

T/WALL

EL = 1'-4"

R E

: N O

T E

MASONRY VENEER

RE: ARCH

GROUT SOLID

BELOW GRADE

NOTE: FOR SLOPING GROUND,

MINIMUM EMBEDMENT DEPTH APPLIES

TO THE LOWEST EXTERIOR GRADE

WITHIN 5 HORIZONTAL FEET OF THE

STRUCTURE.

FIN GRADE

RE: CIVIL

T/FTG

RE: PLAN

WALL AND GIRT

BEYOND

1/2" EXP JT

#5 DOWEL @ 12" OC

SLAB-ON-GRADE

RE: PLAN

RE-ENTRANT BAR

RE: PLAN

PAVING

RE: CIVIL

T/SLAB

RE: PLAN

#5 @ 16" OC, EW

FOOTING

RE: PLAN & SCHED

CONT. 8" CIP WALL

EQ 8" EQ

MASONRY VENEER

RE: ARCH

GROUT SOLID

BELOW GRADE

FIN GRADE

RE: CIVIL

T/FTG

RE: PLAN

1/2" EXP JT

#5 DOWEL @ 12" OC

SLAB-ON-GRADE

RE: PLAN

RE-ENTRANT BAR

RE: PLAN

PAVING

RE: CIVIL

1/ 2"

DOWEL @ 12" OC

RE: C1/S-501 #5 @ 16" OC, EW

FOOTING

RE: PLAN & SCHED

CONT. 8" CIP WALL

T/SLAB

RE: PLAN

EQ 8" EQ

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

-A O

P -1

-S

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

B Z

R A

.r v t

V2 S-301

F O

U N

D A

N S

E C

N S

DRB

13150104

JDZ JAC

V O

P S

B U

S -3

100% FINAL SUBMITTAL

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

TYP EXTERIOR WALL SECTION

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

EXTERIOR WALL SECTION AT COLUMN

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

EXTERIOR WALL SECTION AT MANDOOR

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

EXTERIOR WALL SECTION AT OVERHEAD DOOR

SCALE:

1'-0" 2'-0" 4'-0"

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

S Y

M D

E S

C R

D A

T E

A P

P R

T/SLAB

RE: PLAN

T/FTG

RE: PLAN

T/PAD

T/SLAB-ON-GRADE

RE: PLAN

1/2" EXPANSION JOINT

MATERIAL SEAL JOINT WITH

JOINT SEALER (1/2" DEEP)

CHAIR

PER SPECIFICATIONS

REINF CONC

SLAB-ON-GRADE

RE: PLAN

WALL, PIER, GRADE BEAM OR

EQUIPMENT FOUNDATION

RE: PLAN

COL COL

COL

ISOLATION JOINT

RE: C2/S-501

YP)

3" C

PIER OR

BASE PLATE

EDGE OF SLAB

ON GRADE

YP)

3" C

YP)

3" C

CONTROL OR

CONST JT

ISOLATION POUR

TO TOP OF FOUNDATION

PIER OR

BASE PLATE

PIER OR

BASE PLATE

NOTE: REFER TO PLANS FOR ALTERNATE JOINT CONFIGURATIONS AND ACTUAL COLUMN SHAPES

ISOLATION POUR TO TOP

OF FOUNDATION

ISOLATION JOINT

RE: C2/S-501

COLUMN AT CORNER

COLUMN AT EXTERIOR

COLUMN AT INTERIOR

YP)2'-

(TYP)

A AT DOOR

WALLS (MASONRY OR CONCRETE),

PIERS AND/OR COLUMNS WHICH

PENETRATE THE FLOOR SLAB

(1) #4 IN TOP 1/3

OF SLAB, EA SIDE

(TYP)

EDGE OF SLAB

OR JOINT

(1) #4 x 4'-0" LONG IN

TOP 1/3 OF SLAB (TYP)

(1) #4 x 4'-0" LONG IN

TOP 1/3 OF SLAB (TYP)

CONTROL

JOINT

(TYP)

B AT CORNER C AT DISCONTINUOUS JOINT

CONSTRUCTION JOINT

SAWCUT 1/4" WIDE x T/4

DEEP W/ EPOXY JOINT

FILLER

CHAIRS

PER SPECIFICATIONS

VAPOR RETARDER

COMPACTED

GRANULAR FILL

APPLY BOND BREAKER

A615 SMOOTH EPOXY COATED

1" DIA DOWEL x 1'-4" LONG @

12" OC, GREASE OR WRAP ONE

END W/POLYETHYLENE

T /2

STOP REINF 2" EA

SIDE OF JOINT CHAIRS

PER SPECIFICATIONS

VAPOR RETARDER

COMPACTED

GRANULAR FILL

T /2

STOP REINF 2" EA

SIDE OF JOINT

SAWCUT 1/4" WIDE x T/4

DEEP W/ EPOXY JOINT

FILLER

A615 SMOOTH EPOXY COATED

1" DIA DOWEL x 1'-4" LONG @

12" OC, GREASE OR WRAP ONE

END W/POLYETHYLENE

CONTROL JOINT

4' -6

-0

(T Y

12"x1"x1'-0" BASE PLATE W/ (4) 3/4"ø ANCHOR

RODS @ 9" GAGE EW

DRILL & ADHESIVE

GROUT (6" EMBED)(TYP)

1/4"

STRUCTURAL SLAB

ROUNDED CONC

@ TOP (TYP)

6"ø STD PIPE (TYP)

FILL W/ CONC

1/2" EXP JT MATL

ISOLATION

JOINT

3" 3"

(TYP)

1'-6" ø

(4) #5 VERT

CONC

ENCASEMENT

REINF CONC

SLAB-ON-GRADE

RE: PLAN

PROVIDE ADDITIONAL

SLAB REINFORCEMENT

RE: B3/S-501 (TYP)

SLOPE AWAY FROM

BOLLARD (TYP)

FOOTING

RE: PLAN

NOTES:

1. COORDINATE WITH CIVIL FOR BOLLARDS

NOT IMMEDIATELY ADJACENT TO, OR

INTERIOR OF, BUILDING STRUCTURES.

2. RE: ARCH FOR FINISH REQUIREMENTS.

AT STRUCTURAL SLAB

AT FOOTING

AT SLAB-ON-GRADE OR PAVEMENT

R E

: P

#4 @ 8" OC EW

ROUGHEN SURFACE TO 3/4"

AMPLITUDE, ROVIDE BONDING

AGENT PRIOR TO PACING

NEW CONCRETE

TYP

4" MIN

PROVIDE EPOXY BASED ADHESIVE

GROUTED ANCHORS W/ STD

EMBED. QTY AND DIA AS REQD BY

EQUIP MFR

#4 DOWELS @ 12" OC (4 MIN)

ADHESIVE GROUT INTO EXIST

SLAB (3" EMBED)

NOTES:

1. COORDINATE SIZE & LOCATION WITH EQUIPMENT

REQUIREMENTS & MEP DRAWINGS.

2. CHAMFER ALL EDGES 1" TYPICAL.

IN 4"

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

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S Y

S T

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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

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

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C C

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N A

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L A

T A

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T R

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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

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L D

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F O

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100% FINAL SUBMITTAL

SCALE:NTS

TYP ISOLATION JOINT AT GRADE

SCALE:NTS

TYP COLUMN/SLAB ISOLATION JOINTS

SCALE:NTS

TYP RE-ENTRANT CORNER

SCALE:NTS

TYP SLAB-ON-GRADE JOINTS

SCALE:NTS

TYP BOLLARD 6"ø A1

SCALE:NTS

TYP EQUIPMENT PAD ON CONCRETE SLAB DETAIL

S Y

M D

E S

C R

D A

T E

A P

P R

T/FTG

EA SIDE

1'-0" MIN

STEM

WALL

FOOTING

PROVIDE PIPE SLEEVE

PER M/E/P/FP/C DRAWINGS

UTILITY LINE, RE: OTHERS FILL PIPE TRENCH W/ CONC TO

BOTTOM OF FOOTING USING

LEAN MIX CONCRETE- 2000 PSI

4" MIN

(ALL AROUND, TYP)

NOTES:

1. IF X < 1/2 PIPE SLEEVE ø, RE: C2/S-502.

2. IF 1/2 PIPE SLEEVE ø < X, USE THIS DETAIL.

3. IF X ≥ 3FT PIPE DOES NOT REQ'R INTEGRATION W/ FOOTING.

STEM WALL

FOOTING

PROVIDE PIPE SLEEVE

PER M/E/P/FP/C DRAWINGS

STEP WALL FOOTING DOWN

BELOW PIPE ELEVATION

MATCH FOOTING REINF

T /2

MIN

1'-0"

MULTIPLE BARS

4" TYP FOR

TYP

2" CLR

MULTIPLE BARS

4" TYP FOR

TYP

2" CLR

TYP

2" CLR

ADDL (1)-#5 BAR EA

FACE, ABOVE & BELOW

OPNGS. EXTEND BARS

2'-0" PAST OPNGS ON

EA SIDE

SLEEVE AT ALL PIPE

PENETRATIONS PER

M/E/P/FP/C DRAWINGS

ADDL (1)-#5 x 4'-0"

LONG DIAG BAR AT EA

CORNER AND EA FACE

MAX OPENING SIZE IS 3'-0" IN

EITHER DIRECTION

ADDL FULL HEIGHT VERT REINF (FULL LENGTH

MAIN…

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