GDS_100pct DRAFT_Site 14_Vol. 14.8.pdf

SATISFACTORY TO DATE

APPROVED

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Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E Task Order No. N6274223F0324

FOR REVIEW

ONLY

Name

Registration Number #

These documents are for Design Review and not intended for

Construction Bidding or Permit Purposes. They were prepared by, or under the supervision of:

Date

SEAL

24 JUN 2024

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FINAL DESIGN SUBMITTAL

100% DESIGN SUBMITTAL

VICINITY MAP PROJECT LOCATION MAP

VOLUME 14.8 - ACCESS CONTROL

PRIME CONSULTANT

CONSULTANTS

GENERAL NOTES AND REQUIREMENTS

VOLUME DESCRIPTION

VOL 14.1 GENERAL & SITE

VOL 14.2

VOL 14.4

COMMAND CENTER (GENERAL & STRUCTURAL)

VOL 14.5 COMMAND CENTER ( GENERAL, TELECOMMUNICATIONS, AUDIO VISUAL & SECURITY)

COMMAND CENTER ( GENERAL & ELECTRICAL)

VOL 14.3 COMMAND CENTER (GENERAL, ARCH, INTERIOR, FIRE PROTECTION, PLUMBING & MECHANICAL )

VOL 14.6 POWER PLANT (GENERAL, STRUCT, ARCH, INTERIOR, FIRE PROTECTION & PLUMBING

VOL 14.7 POWER PLANT (GENERAL, MECHANICAL, ELECTRICAL, TELECOMMUNICATIONS & SECURITY

VOL 14.8 ACCESS CONTROL

PROJECT 693

SITE 14 COMMAND CENTER

ANDERSEN AIR FORCE BASE, GUAM

PLAN NORTH PLAN NORTH

Jacobs/B&V, a Joint Venture (Federal Services)

BLACK & VEATCH

SHEET REFERENCES WITHOUT SITE NUMBER AND BUILDING ID (I.E. FRIST FOUR

CHARACTERS) ARE INDICATING SHEETS WITHIN THE SAME SERIES OF DRAWINGS

OR TO GENERAL SHEETS, AS APPLICABLE.

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CHIEF ENG/ARCH

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Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E Task Order No. N6274223F0324

FOR REVIEW

ONLY

Name

Registration Number #

These documents are for Design Review and not intended for

Construction Bidding or Permit Purposes. They were prepared by, or under the supervision of:

Date

SEAL

24 JUN 2024

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SITE 14 - ACCESS CONTROL SHEET INDEX - VOL 14.8

SHEET

NO.

NAVFAC

DWG. NO. SHEET NUMBER SHEET NAME

GENERAL

0 14AC-GI001 ACCESS CONTROL - BUILDING CODE ANALYSIS

0 14AC-GI101 ACCESS CONTROL - LIFE SAFETY PLAN

STRUCTURAL

0 14AC-S-001 ACCESS CONTROL - SYMBOLS, LEGENDS AND GENERAL NOTES

0 14AC-S-002 ACCESS CONTROL - STRUCTURAL NOTES

0 14AC-SB101 ACCESS CONTROL - FOUNDATION PLAN

0 14AC-SF121 ACCESS CONTROL - ROOF FRAMING PLAN

0 14AC-S-201 ACCESS CONTROL - FRAMING ELEVATIONS

0 14AC-S-401 ACCESS CONTROL - ELECTRICAL YARD - PLANS AND

ELEVATIONS

0 14AC-S-402 ACCESS CONTROL - ELECTRICAL YARD- SECTIONS AND DETAILS

0 14AC-S-501 ACCESS CONTROL - CONCRETE SCHEDULES

0 14AC-S-502 ACCESS CONTROL - TYPICAL CONCRETE DETAILS

0 14AC-S-512 ACCESS CONTROL - CANOPY ROOF SECTIONS AND DETAILS

ARCHITECTURE

0 14AC-AE101 ACCESS CONTROL - PLANS

0 14AC-A-201 ACCESS CONTROL - ELEVATIONS AND SECTIONS

0 14AC-A-401 ACCESS CONTROL - SITE ELECTRICAL YARD

0 14AC-A-501 ACCESS CONTROL - DOOR SCHEDULE, DETAILS AND ISOMETRIC

VIEWS

ELECTRICAL

0 14AC-E-001 ACCESS CONTROL - ELECTRICAL SYMBOLS, LEGEND,

ABBREVIATIONS, AND NOTES

0 14AC-EP101 ACCESS CONTROL - ELECTRICAL PLANS

0 14AC-EP501 ACCESS CONTROL - ELECTRICAL DETAILS

0 14AC-E-701 ACCESS CONTROL - ELECTRICAL DIAGRAMS AND SCHEDULES

COMMUNICATIONS

0 14AC-TT001 ACCESS CONTROL - COMMUNICATIONS SYMBOLS, LEGEND,

ABBREVIATIONS, AND NOTES

0 14AC-TT101 ACCESS CONTROL - FLOOR PLAN - COMMUNICATIONS

0 14AC-TT501 ACCESS CONTROL - COMMUNICATIONS DETAILS

SECURITY

0 14AC-TY101 ACCESS CONTROL - FLOOR PLAN - SECURITY

SITE 14 - GENERAL SHEET INDEX - VOL. 14.8

SHEET

NO.

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DWG. NO. SHEET NUMBER SHEET NAME

GENERAL

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0 14GI-G-016 SHEET INDEX

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FLOOR, ROOM OR

SPACE DESIGNATION

MINIMUM

NUMBER OF EXITS

TRAVEL DISTANCE

BUILDING

REQUIRED SHOWN

ON PLAN

ALLOWABLE TRAVEL

DISTANCE (LSC)

ARRANGEMENT MEANS

OF EGRESS

ACTUAL TRAVEL

DISTANCE SHOWN ON

PLANS

REQ'D DISTANCE

BETWEEN EXIT

DOORS

ACTUAL DISTANCE

SHOWN ON PLANS

EXEMPT N/A EXEMPT EXEMPT N/A

COMMON PATH OF TRAVEL

• NON-SPRINKLERED BUSINESS OCCUPANCIES (LSC 11.2.2.6)

EXEMPT

DEAD END PATH OF TRAVEL

• NON-SPRINKLERED BUSINESS OCCUPANCIES (LSC 11.2.2.6)

EXEMPT

TOTAL TRAVEL DISTANCE

• NON-SPRINKLERED BUSINESS OCCUPANCIES (LSC 11.2.2.6)

EXEMPT

BUILDING CODE AND LIFE SAFETY ANALYSIS

COMMON PATH, DEAD END, & TOTAL TRAVEL DISTANCE ANALYSIS (LSC SECTION 38.2.5)

REQUIRED ACTUALTRAVEL DISTANCE REQUIREMENT

MEANS OF EGRESS SUMMARY (LSC SECTION 38.2)

N/A

23'-6"

23'-6"

APPLICABLE CODES AND DESIGN CRITERIA

STANDARD TITLE REVISION DATE NOTES

UFC 1-200-01 GENERAL BUILDING REQUIREMENTS 12 JUNE 2023 CHANGE 2

UFC 3-600-01* FIRE PROTECTION ENGINEERING FOR FACILITIES 6 MAY 2021

IBC INTERNATIONAL BUILDING CODE 2021 APPLICABLE TO ALLOWABLE

CONSTRUCTION TYPE, BUILDING

HEIGHT, BUILDING AREA, BUILDING

SEPARATION DISTANCE,

OCCUPANCY SEPARATION AND

ALL ASSOCIATED REQUIREMENTS

NFPA 101 LIFE SAFETY CODE (LSC) 2024

* UFC 3-600-01 GENERALLY REQUIRES CONSTRUCTION ISSUES TO COMPLY WITH IBC CRITERIA AND LIFE SAFETY/EGRESS ISSUES TO MEET THE REQUIREMENTS OF LSC. CONFLICTS BETWEEN THE IBC AND LSC RELATED TO FIRE RESISTANCE ARE REQUIRED TO COMPLY WITH LSC

CRITERIA AND APPLICABLE PROVISIONS OF THE UFC CODE (UFC 3-600-01 § 2-1.1).

BUILDING DESCRIPTION

TYPE OF CONSTRUCTION II-B

NUMBER OF STORIES 1

BUILDING HEIGHT 11-9"

NUMBER OF

STORIES

OCCUPANCY

AND USE

(A)

ACTUAL AREA (SF)

(B)

ALLOWABLE AREA

(SF)

(C)

AREA FOR FRONTAGE

INCREASE (100% OPEN)

(E)

ALLOWABLE AREA

ALLOWABLE AREA (IBC TABLE 506.2)

CHANGE 6

NFPA 1 FIRE CODE 2024 --

APPLICABLE TO FIRE/SMOKE

RESISTANCE RATING OF INTERIOR

NON-LOAD BEARING PARTITIONS

(OTHER THAN OCCUPANCY

SEPARATIONS REQUIRED BY IBC),

MEANS OF EGRESS, INTERIOR

FINISH, FEATURES OF FIRE

PROTECTION, AND ASSOCIATED

REQUIREMENTS

OCCUPANCY GROUPS B

1 B 870 23,000 -- 23,000

ADDITIONAL FIRE RESISTIVE RATED CONSTRUCTION REQUIREMENTS (LSC)

NOTESBUILDING

ELEMENT/HAZARD

DESCRIPTION

HOURLY RATING

REQUIRED PROVIDED

OCCUPANCY CLASSIFICATIONS

BUSINESS

LSC

GROUP B

AREA

IBC

NEW BUSINESS

(CHAPTER 38)

USE AND OCCUPANCY CLASSIFICATIONS

NO ADDITIONAL FIRE-RESISTANCE RATED CONSTRUCTION REQUIREMENTS BY UFC 3-600-01 OR NFPA 101.

TOTAL -- 23,000 -- 23,000

ALLOWABLE HEIGHT (IBC TABLE 504.3 AND 504.4)

ALLOWABLE

BUILDING HEIGHT 55'-0"

ACTUAL

NUMBER OF STORIES 3 1

FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS OF TYPE II-B

BUILDING BASED ON FIRE SEPARATION DISTANCE (IBC TABLE 602)

FIRE SEPARATION DISTANCE TO LOT LINE USE GROUP B

FSD < 5 FT

5FT ≥ FSD < 10FT

FSD ≥ 10FT (PROVIDED)

1 HR

1 HR

0 HR

NOTES

STRUCTURAL FRAME, INCLUDING COLUMNS,

GIRDERS, TRUSSES

BUILDING ELEMENT HOURLY RATING

REQUIRED PROVIDED

BEARING WALLS

EXTERIOR

INTERIOR

NONBEARING WALLS AND PARTITIONS

EXTERIOR WALLS

*NOT LESS THAN THE FIRE RESISTANCE RATING BASED ON

THE FIRE SEPARATION DISTANCE FROM BUILDING 235

(SEE IBC TABLE 602)

*NOT LESS THAN THE FIRE RESISTANCE RATING BASED ON

THE FIRE SEPARATION DISTANCE FROM BUILDING 235

(SEE IBC TABLE 602)

FLOOR CONST. INCLUDING SUPPORTING

BEAMS AND JOISTS

ROOF CONSTRUCTION INCLUDING

SUPPORTING BEAMS AND JOISTS

TYPE II-B FIRE RESISTANCE RATINGS OF STRUCTURAL ELEMENTS (IBC TABLE 601)

0 0

0 0

0 0

0 0

0 0

0 0

11'-9"

OCCUPANT LOAD FACTOR

(FT2/PER PERSON)

USE

APPLICABLE OCCUPANT LOAD FACTORS (UFC TABLE 10-1 AND LSC TABLE 7.3.1.2)

150BUSINESS USE

ACC. CTRL. POINT BUSINESS

TOTAL

870 150 6

-- 870 -- 6

LSC CALCULATED BUILDING OCCUPANT LOAD 6

AREA OCCUPANCY APPROX. AREA OCCUPANT LOAD

FACTOR

OCCUPANT LOAD

FIRST FLOOR

NUMBER OF EXITS AND CAPACITY (LSC SECTION 38.2.3 AND 38.2.4)

FLOOR LEVEL

FIRST FLOOR

REQUIRED EXIT CAPACITY NUMBER OF EXITS REQUIRED

EXEMPT (PER LSC SECTION 11.2.2.3) EXEMPT (PER LSC SECTION 11.2.2.4.1)

CALCULATED OCCUPANT LOADS (LSC SECTION 38.1.7 AND TABLE 7.3.1.2)

INTERIOR FINISH CLASSIFICATION LIMITS (LSC SECTION 38.3.3)

NOTESINTERIOR FINISH FOR

BUSINESS

CLASSIFICATION

REQUIRED PROVIDED

EXITS

FINISH FLOOR

A OR B

I OR II

A* I**

*LATEX PAINTED CMU WALL.

**CLEAR CONCRETE SEALED FLOOR.

EXIT ACCESS CORRIDORS

FINISH FLOOR

A, B OR C

I OR II

N/A NO FIRE RATED INTERIOR

SEPARATIONS.

NO GYPSUM, CEILINGS, ETC.A, B OR C

N/A

N/AOTHER SPACES

FINISH FLOOR

SYSTEM REQUIRED?

AUTOMATIC SPRINKLER

GOVERNING CODE/STANDARD

FEATURES OF FIRE PROTECTION

PROVIDED?

FIRE PUMP

FIRE HYDRANTS

FIRE ALARM

MASS NOTIFICATION

FIRE EXTINGUISHER

STANDPIPE

SMOKE CONTROL

NO

NO

NO

NO

YES

NO

NO NO

NO

YES

NO

NO

NO

NO

YES YES NFPA 1 (2024) & UFC 3-600-01

23'-6"

NFPA 1 (2024) & NFPA 10 (2022)

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

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PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

FOR REVIEW

ONLY

N A

V F

A C

P A

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IF

IC

Name

Registration Number #

These documents are for Design Review and not intended for

Construction Bidding or Permit Purposes. They were prepared by, or under the supervision of:

Date

TEXAS REGISTERED ENGINEERING FIRM F-2966

BRADY BUSS

CA FP2199

100% DESIGN SUBMITTAL

M A

K A

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P A

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AS NOTED

A/E INFO

SEAL

G U

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Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E CONTRACT NO. N62478-20-D-5036

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BB HLKC

24 JUN 2024

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TD

23' - 6"

TD

23' - 6"

SWINGING MAN DOOR WITH FAILSAFE

PUSH-BUTTON EXIT PERMITS FREE

ACCESS FROM SECURE TO NON-SECURE

SIDE.

SECURE ACCESS TURNSTILES

FAIL SECURE IN EITHER

DIRECTION. SECURE ACCESS

TURNSTILES DO NOT

OBSTRUCT ANY REQUIRED

MEANS OF EGRESS IN

ACCORDANCE WITH LSC

7.2.1.11.1.

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MULTIPURPOSE FIRE

EXTINGUISHER PER NFPA 1.

A. FOR BUILDING CODE ANALYSIS REFER TO 14AC-GI001.

B. FOR CODE COMPLIANCE SITE PLAN REFER TO 14GI-G-024.

C. REFER TO 14GI-G-024 FOR EXIT DISCHARGE MUSTER

POINTS FOR EACH SITE.

HATCH

OCCUPANCY

(USE)

OCCUPANCY LOAD

FACTOR

OCCUPANCY LEGEND

(NONE) B (BUSINESS)

S-2 (STORAGE) 500 SQFT/PERSON

150 SQFT/PERSON

2 HR FIRE

3 HR FIRE

ROOM NAME/NUMBER

& AREA

TRAVEL DISTANCE

COMMON PATH

DEAD END

/ 00

ACTUAL

OCCUPANTS

OCCUPANT LOAD

CAPACITY

EGRESS INDICATOR:

150 SF

PATH LENGTH

PLAN SYMBOLS:

TRAVEL DISTANCE: A

1' - 0"

1 HR FIRE

WALL SYMBOLS:

4 HR FIRE

SMOKE

FIRE EXTINGUISHER

TYPES:

RE: FLR PLANS FOR CABINET STYLE / 00

1 HR SMOKE & FIRE

2 HR SMOKE & FIRE

3 HR SMOKE & FIRE

4 HR SMOKE & FIRE

WATER

FOAM

CO2

CLEAN AGENT

MULTI-PURPOSE DRY

CHEMICAL

LIQUID GAS

ELECTRIC

METAL FIRE

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

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S Y

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O M

M A

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DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

FOR REVIEW

ONLY

N A

V F

A C

P A

C

IF

IC

Name

Registration Number #

These documents are for Design Review and not intended for

Construction Bidding or Permit Purposes. They were prepared by, or under the supervision of:

Date

TEXAS REGISTERED ENGINEERING FIRM F-2966

BRADY BUSS

CA FP2199

100% DESIGN SUBMITTAL

M A

K A

L A

P A

H

A W

A

II

AS NOTED

A/E INFO

SEAL

G U

A M

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E CONTRACT NO. N62478-20-D-5036

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

BB HLKC

24 JUN 2024

N A

V F

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P A

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AWK/DMK

KYM

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A/E Task Order No. N6274223F0324

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14AC-GI101

A C

-G I1

A C

C E

S S

C O

N

TR

O L

LI

F E

S A

F E

TY

P

LA

N

TRAVEL DISTANCE SUMMARY

ID ACTUAL MAXIMUM

1 23' - 6" EXEMPT

2 23' - 6" EXEMPT

1/8" = 1'-0" A1

ACCESS CONTROL POINT LIFE SAFETY PLAN

PLAN

NORTH

14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

PP - POWER PLANT

SF - SECURITY FORCE

ST - SITE

1/8" = 1'-0" 0 8' 16' 24'4'

GENERAL SHEET NOTES

GRAPHIC SCALE(S)

LEGEND

SHEET NAMING CONVENTIONSHEET NAMING CONVENTION

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STRUCTURAL SYMBOLS

ELEVATION POINT (TOP OF

ELEMENT INDICATED)

SURFACE - SLOPE (2) WAYS

SURFACE - SLOPE DOWN

SURFACE - STEPPED

SURFACE - SLOPE UP

WORKPOINTWP

(DIRECTION OF SPAN)

SLOPE

INDICATOR

STRUCTURAL ARROW

PRECAST

CONCRETE

CAST-IN-PLACE

CONCRETE

EL XXX' - 0"

T/

A. BUILDING AND DESIGN CODES:

1. UNIFIED FACILITIES CRITERIA.

a. UFC 1-200-01, DOD BUILDING CODE (CHANGE 2, 12 JUNE 2023)

b. UFC 3-301-01, STRUCTURAL ENGINEERING (11 APRIL 2023)

c. UFC 4-010-01, DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS (CHANGE 2, 30 JULY 2022)

d. UNITED FACILITIES GUIDE SPECIFICATIONS (UFGS)

2. IBC, INTERNATIONAL BUILDING CODE (2021)

3. ASCE 7-16, MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER

STRUCTURES (2016).

4. ACI 318-19; BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (2019).

5. CRSI MANUAL OF STANDARD PRACTICE, 29TH EDITION, 3RD PRINTING (2018)

B. DESIGN LOADS:

UNIFORM LOAD CONCENTRATED LOAD

1. LIVE LOADS:

2. DEAD LOAD (SUPERIMPOSED) 10 PSF

3. ROOF LIVE LOAD 20 PSF 300 LBS

4. WIND LOADS

1. ULTIMATE DESIGN WIND SPEED (3 SECOND GUST) Vult - 195 MPH

2. NOMINAL DESIGN WIND SPEED (3 SECOND GUST) Vasd - 151 MPH

3. RISK CATEGORY - II

4. EXPOSURE - D

5. OPEN BUILDING

6. TOPOGRAPHICAL FACTOR, Kzt - 1.5

7. SUPERIMPOSED DEAD LOAD OF 10 PSF FOR WIND UPLIFT DESIGN

5. SEISMIC LOADS:

1. RISK CATEGORY - II

2. SEISMIC IMPORTANCE FACTOR = 1.0

3. MAPPED SPECTRAL RESPONSE ACCELERATIONS - Ss = 2.233g, S1 = 0.545g (REDUCED

BY 20% BASED ON SITE-SPECIFIC GROUND MOTION CONDUCTED BY AECOM PER ASCE

7-16, CHAPTER 21)

4. SITE CLASS - C

5. SPECTRAL RESPONSE COEFFICIENTS - Sds = 1.786g, Sd1 = 0.529g

6. SEISMIC DESIGN CATEGORY D

7. SEISMIC FORCE RESISTING SYSTEM:

SPECIAL REINFORCED CONCRETE MOMENT FRAME

8. RESPONSE MODIFICATION FACTOR - R= 8

9. SYSTEM OVERSTRENGTH FACTOR, Ω0= 3

10. DEFLECTION AMPLIFICATION FACTOR, Cd= 5.5

11. ANALYSIS PROCEDURE - EQUIVALENT LATERAL FORCE PROCEDURE

12. BASE SHEAR - V = CsW = 0.223W = 51.02 KIPS

6. SNOW LOADS:

a. GROUND SNOW LOAD, pg - 0 PSF

b. FROST DEPTH PENETRATION - 0 INCH

7. RAIN LOADS:

a. RAIN INTENSITY,

i. 15-MINUTE RAINFALL INTENSITY 9.6 IN/HR

ii. 60-MINUTE RAINFALL INTENSITY 4.8 IN/HR

C. GENERAL REQUIREMENTS:

1. SPECIFICATIONS ARE PART OF THE CONSTRUCTION DOCUMENTS AND MUST BE USED IN

CONJUNCTION WITH THE DRAWINGS.

2. VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO BEGINNING WORK OR FABRICATING

MATERIALS. NOTIFY GOVERNMENT OF DISCREPANCIES BEFORE PROCEEDING WITH ANY PHASE

OF WORK.

3. DO NOT SCALE DRAWINGS FOR THE PURPOSE OF ESTABLISHING DIMENSIONS.

4. DETAILS LABELED "TYPICAL DETAILS" ON DRAWINGS APPLY TO SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. SUCH DETAILS

APPLY WHETHER OR NOT DETAILS ARE REFERENCED AT EACH LOCATION. NOTIFY GOVERNMENT

OF CONFLICTS REGARDING APPLICABILITY OF "TYPICAL DETAILS".

5. DO NOT LOAD THE SLAB ON GRADE OR SUSPENDED SLAB WITH ERECTION CRANES OR ERECTION

EQUIPMENT. THE SLABS HAVE NOT BEEN DESIGNED FOR CRANE LOADS AND WILL REQUIRE AN

INCREASE IN THICKNESS AND/OR REINFORCEMENT. OBTAIN GOVERNMENT APPROVAL ON

PROPOSED CRANE SUPPORT PLAN PRIOR TO COMMENCING WORK.

6. DO NOT STORE OR STACK CONSTRUCTION MATERIALS ON POURED OR ERECTED ROOF IN EXCESS

OF 50 PERCENT OF LIVE LOAD. GENERAL CONTRACTOR MUST ENSURE THAT ALL SUB-

CONTRACTORS ARE INFORMED OF LOADING RESTRICTIONS. AVOID IMPACT WHEN PLACING

MATERIALS ON POURED OR ERECTED FLOORS OR ROOF.

7. THE CONTRACT STRUCTURAL DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THE

CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION. PROVIDE ALL

MEASURES REQUIRED TO PROTECT THE STRUCTURE, WORKMEN, AND OTHER PERSONS DURING

CONSTRUCTION; INCLUDING BRACING, SHORING FOR CONSTRUCTION EQUIPMENT, SHORING FOR

THE BUILDING, FORMS, AND SCAFFOLDING, SHORING OF RETAINING WALLS AND OTHER

TEMPORARY SUPPORTS AS REQUIRED.

8. ALL DIMENSIONS SHOWN MUST BE VERIFIED AGAINST ARCHITECTURAL DRAWINGS. IF ANY

CONFLICT OF DIMENSIONS BETWEEN STRUCTURAL AND ARCHITECTURAL DRAWINGS OCCUR,

THEY MUST BE BROUGHT TO THE ATTENTION OF THE GOVERNMENT BEFORE PROCEEDING WITH

THE WORK.

GENERAL NOTES

A. REFER TO THE FOLLOWING GENERAL NOTES AND SPECIFICATIONS FOR GENERAL REQUIREMENTS OF

EARTHWORK, OVER EXCAVATION, SUBGRADE PREPARATION, FILL AND COMPACTION, WATERPROOFING

AND OTHER PERTINENT REQUIREMENTS AND INFORMATION.

B. FOUNDATION DESIGN IS BASED UPON THE GEOTECHNICAL REPORT FOR FLEMING HEIGHTS SITE (DoG 14

SITE) BY ESC PACIFIC, DATED DECEMBER 16, 2023.

C. FOOTINGS ARE DESIGNED FOR AN ALLOWABLE NET BEARING PRESSURE OF 4200 PSF FOR GRAVITY LOADS.

AN ALLOWABLE NET BEARING PRESSURE OF 5600 PSF CAN BE USED FOR LOAD COMBINATIONS INCLUDING

SHORT TERM LOADS (SEISMIC AND WIND).

D. RESISTANCE TO LATERAL LOADS

1. FRICTION ACROSS FOUNDATION BOTTOMS: 0.55

2. PASSIVE SOIL RESISTANCE AGAINST ONE FACE OF THE FOOTINGS: 360 PCF

E. MAINTAIN SUBGRADE AND FILL MOISTURE CONTENT UNTIL FOUNDATIONS ARE PLACED.

F. CONTRACTOR MUST ARRANGE FOR INDEPENDENT TESTING AGENCY TO MONITOR CUT AND FILL OPERATIONS, AND PERFORM FIELD DENSITY AND MOISTURE CONTENT TESTS TO VERIFY COMPACTION

AND APPROVE FOOTING SUBGRADE PRIOR TO PLACING CONCRETE.

G. DURING CONSTRUCTION, APPROPRIATE SURFACE AND SUBSURFACE DRAINAGE MUST BE PROVIDED TO AVOID SURFACE PONDING. DO NOT PLACE FOOTINGS OR SLABS AGAINST SUBGRADE CONTAINING

FREE WATER.

H. KEEP OPEN EXCAVATIONS AROUND BUILDING DRY. BACKFILL AGAINST FOUNDATIONS AND GRADE BEAMS AS SOON AS PRACTICAL. PUMP WATER OUT OF OPEN EXCAVATIONS IF FLOODING PRIOR TO

BACKFILLING.

J. FORM SIDES OF FOOTINGS STRAIGHT AND TO SPECIFIED DIMENSIONS. EARTH FORMS WILL NOT BE

PERMITTED.

K. REFER TO CIVIL DRAWING 14AC-CG-401 FOR LIMITS OF EXCAVATIONS.

L. SITE PREPARATION AND GRADING

1. INITIALLY, CLEAR ANY VEGETATION FROM AREAS THAT WILL BE GRADED. THEREAFTER, STRIP

SURFACE SOIL WITH ROOTS AND REMOVE AWAY OR TEMPORARY STOCKPILE AT SELECTED

LOCATIONS ON THE SITE FOR LATER REUSE IN LANDSCAPING.

2. CUT EXISTING PAVEMENT IN A NEAT MANNER SO AS NOT TO DISTURB ADJOINING ASPHALT CONCRETE

PAVEMENT AND ITS BASE/SUBBASE. MINIMIZE DISTURBING FINAL EXPOSED SURFACES.

3. ADDITIONAL EXCAVATION – AFTER THE ABOVE IS COMPLETED, INCLUDING ANY REQUIRED

EXCAVATIONS, WITHIN THE PLANNED BUILDING FOOTPRINTS, CONCRETE WALKWAYS, AND

PAVEMENT AREAS, THE EXISTING UPPER SILTY LIMESTONE GRAVEL WITH SAND SUBGRADE, IF

TESTED TO HAVE LESS THAN 95 PERCENT OF ITS MODIFIED DRY DENSITY (MDD), MUST BE

EXCAVATED FOR RECOMPACTION OR REWORK TO ACHIEVE AT LEAST 95 PERCENT MDD OF THE

COMPACTED SOIL. THE MAXIMUM DEPTH OF REWORKING CAN BE LIMITED TO 2 FEET BELOW THE FOOTING BOTTOM ELEVATION, INCLUDING A MINIMUM 10 INCHES WIDER ALL AROUND THE FOOTING

EDGES. EXCAVATED UNSUITABLE MATERIAL INCLUDING OVER-SIZED ROCK FRAGMENTS (MORE

THAN 4 INCHES IN MAXIMUM SIZE) MUST BE REMOVED AWAY. IF NECESSARY, BRING IN

SUITABLE LIMESTONE SAND/GRAVEL WITH SOME SILT FOR BACKFILLING, MEETING THE

REQUIREMENTS OF SUITABLE BACKFILL MATERIAL.

4. EXCAVATED SILTY LIMESTONE GRAVEL WITH SAND CAN BE STOCKPILED SEPARATELY AT

SELECTIVE LOCATION(S), FOR POSSIBLE RE-USE.

5. PERFORM THE EXCAVATION AND RECOMPACTION UNDER THE OBSERVATION OF THE

GEOTECHNICAL ENGINEER.

FOUNDATION NOTES

M. FOUNDATION SUPPORT

1. THE PLANNED BUILDING MUST BE SUPPORTED ON SHALLOW SPREAD FOOTINGS AND/OR

CONTINUOUS FOOTINGS RESTING ON EITHER THE MODERATELY HARD TO HARD, NATIVE

CORALLINE LIMESTONE OR ON A LAYER OF UNIFORM, DENSELY COMPACTED LIMESTONE

SAND/GRAVEL SOIL FILL, HAVING AT LEAST 95 PERCENT OF ITS MDD, INCLUDING EXTENDING OUT

A MINIMUM OF 2 FEET WIDER AROUND THE FOOTINGS.

2. FOUNDATION SUBGRADE PREPARATION – THE FOLLOWING FOOTING SUBGRADE

PREPARATION MUST BE PERFORMED DURING CONSTRUCTION:

a) FOOTING BOTTOM EXCAVATION THAT EXPOSES SOFT TO MEDIUM STIFF, ELASTIC SILT OR

LOOSE TO MEDIUM DENSE GRAVEL/SAND, MUST BE EXCAVATED ENTIRELY UNTIL

REACHING STIFF TO VERY STIFF, ELASTIC SILT THAT TESTED TO HAVE A MINIMUM 90

PERCENT OF ITS MDD OR SAND/GRAVEL SOIL WITH AT LEAST 95 PERCENT MDD, TO A

DEPTH EQUAL TO A MINIMUM 1.5 TIMES THE WIDTH OF THE FOOTING DIRECTLY ABOVE,

INCLUDING A MINIMUM 10 INCHES WIDER ALL AROUND THE FOOTINGS. BACKFILL WITH

LIMESTONE SAND/GRAVEL SOIL HAVING AT LEAST 95 PERCENT OF ITS MDD IN 6 INCH

THICK COMPACTED LAYERS.

b) FOOTING BOTTOM EXCAVATION THAT EXPOSES DENSE TO VERY DENSE SILTY LIMESTONE

GRAVEL WITH SUBGRADE SOIL THAT IS TESTED TO HAVE AT LEAST 95 PERCENT OF ITS

MDD, THE EXPOSED SURFACE THAT WAS DISTURBED BY THE FOOTING EXCAVATION MUST

BE LIGHTLY SCARIFIED TO APPROXIMATELY 6 INCHES DEEP, MOISTURE CONDITIONED AS

NECESSARY AND RECOMPACTED TO AT LEAST 95 PERCENT OF ITS MDD.

c) FOOTING BOTTOM EXCAVATION THAT EXPOSES EITHER SILTY SANDY LIMESTONE GRAVEL

OR WEAK LIMESTONE THAT FAILS TO HAVE 95 PERCENT OF ITS MDD, MUST BE EXCAVATED

TO EXPOSE DENSE SOIL HAVING AT LEAST 95 PERCENT OF ITS MDD OR MODERATELY HARD

TO HARD CORALLINE LIMESTONE, TO A MAXIMUM DEPTH OF 2 FEET BELOW THE FOOTING

BOTTOM, INCLUDING AT LEAST 12 INCHES WIDER ALL AROUND THE AFFECTED FOOTING.

THEREAFTER SCARIFY THE FINAL EXPOSED SURFACE TO ABOUT 6 INCHES DEEP, MOISTURE

CONDITION AS NECESSARY, AND COMPACT TO AT LEAST 95 PERCENT OF ITS MDD. THEN

BACKFILL WITH LIMESTONE SAND/GRAVEL SOIL WITH SILT IN 8-INCH MAXIMUM LOOSE

LAYERS, MOISTURE CONDITION AS NECESSARY, AND COMPACT TO AT LEAST 95 PERCENT

OF ITS MDD. ALTERNATIVELY, THE BACKFILL CAN BE “FLOWABLE FILL” HAVING AT LEAST 600

POUNDS PER SQUARE INCH (PSI) 28-DAY COMPRESSIVE STRENGTH AND MUST BE

HARDENED WITHIN 8 TO 12 HOURS.

3. DEVELOP A PROBING AND GROUTING PROGRAM PRIOR TO CONSTRUCTION OF THE FOUNDATION.

IF GROUTING IS REQUIRED, GROUT MAY CONSIST OF A MIXTURE OF TWO PART SAND TO ONE

PART CEMENT (2:1) WITH SUFFICIENT WATER CONTENT TO OBTAIN A FLOWABLE MIXTURE THAT

IS ABLE TO BE PUMPED. CONTRACTOR TO SUBMIT A PROBING AND GROUTING PLAN FOR

APPROVAL TO INCLUDE DETAILS OF THE GROUT MIX, GROUTING METHODS AND ASSOCIATED

APPLIED PRESSURES

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SCALE:

CONSTR. CONTR. NO.

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These documents are for Design Review and not intended for

Construction Bidding or Permit Purposes. They were prepared by, or under the supervision of:

Date

TEXAS REGISTERED ENGINEERING FIRM F-2966

CESAR R. VALLENILLA

TX 83559

CV LFAG

100% DESIGN SUBMITTAL

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A/E INFO

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Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E CONTRACT NO. N62478-20-D-5036

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A/E Task Order No. N6274223F0324

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SCALEA1 ISOMETRIC VIEW

NOTE:

ACCESS CONTROL POINT MUST BE PLACED ON SITE 14. REFER TO CIVIL

DRAWINGS FOR BUILDING LOCATION AND ORIENTATION.

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CONCRETE NOTES

A. PROVIDE CONCRETE AS SHOWN BELOW. PROVIDE BATCH MIXING, TRANSPORTATION, PLACING AND

CURING OF CONCRETE IN ACCORDANCE WITH RECOMMENDATIONS OF ACI 301, ACI 318, AND ASTM C94.

USE PORTLAND CEMENT OF THE TYPES SPECIFIED BELOW, UNLESS OTHERWISE NOTED. PROVIDE ADMIXTURES AND SPECIAL REQUIREMENTS AS SPECIFIED. ALL CONCRETE IS EXPOSURE CATEGORY C2

PER TABLE 19.3.1.1 IN ACI 318.

1. NORMAL WEIGHT (150 PCF), F'c = 5,000 PSI CONCRETE AT 28 DAYS, TYPE II CEMENT WITH A

MAXIMUM WATER - CEMENTITIOUS RATIO OF 0.40.

a. FOUNDATIONS

b. CONCRETE NOT SPECIFICALLY COVERED

c. CAST IN PLACE, BEAMS, COLUMNS AND ROOF SLAB

B. CONCRETE MUST REACH THE FOLLOWING PERCENTAGES OF ITS 28 DAY COMPRESSIVE STRENGTH (F'c) BEFORE FORMS MAY BE REMOVED.

1. COLUMNS AND BEAMS - 40 PERCENT

2. SLAB - 40 PERCENT

C. PROVIDE CONCRETE MIXES DESIGNED BY A QUALIFIED TESTING LABORATORY FOR REVIEW AND

APPROVAL BY THE GOVERNMENT.

D. CHAMFER EXPOSED EDGES 3/4 INCH UNLESS OTHERWISE NOTED.

E. WIRE BRUSH AND CLEAN CONSTRUCTION JOINTS PRIOR TO POURING NEW CONCRETE.

F. REFERENCE THE APPROPRIATE DISCIPLINE'S DRAWINGS FOR SUBSLAB PIPING AND SLAB AND WALL

PENETRATIONS.

G. PROVIDE ADEQUATE STRUCTURAL FRAMING AS APPROVED BY GOVERNMENT FOR MECHANICAL

OPENINGS THROUGH THE SLABS, WALLS, AND FLOOR DECK. OPENINGS WILL NOT BE PERMITTED

THROUGH BEAMS UNLESS SPECIFICALLY DETAILED.

H. FOR CONDUIT OR PIPE INSTALLED HORIZONTALLY WITHIN SLAB-ON-GRADE, PROVIDE MAXIMUM OUTSIDE DIAMETER OF 30 PERCENT OF THE SLAB THICKNESS. PLACE CONDUIT OR PIPE BETWEEN THE TOP AND BOTTOM LAYERS OF REINFORCEMENT WITHIN THE CENTER THIRD OF THE SLAB. DO NOT

SPACE CONDUITS OR PIPES CLOSER THAN THREE DIAMETERS OR WIDTHS ON CENTER.

A. PROVIDE DETAILING, FABRICATION, AND INSTALLATION OF REINFORCING AND ACCESSORIES IN

ACCORDANCE WITH ACI 315 AND ACI 318.

B. PROVIDE STEEL REINFORCING BARS IN ACCORDANCE WITH ASTM A706 OR ASTM A615 GRADE 60 WITH

DUCTILITY REQUIREMENTS PER ACI 318-19 SECTION 20.2.2.5.

C. PROVIDE ANCHOR RODS CONFORMING TO THE STANDARDS OF ASTM F1554 GRADE 55 (WELDABLE)

UNLESS OTHERWISE NOTED.

D. COORDINATE PLACEMENT OF CAST-IN-PLACE EMBEDS AND ANCHOR RODS. SET ANCHOR RODS WITH A

TEMPLATE. SECURELY ATTACH EMBED ITEMS TO FORMWORK OR REINFORCING.

E. PROVIDE CLASS "B" REINFORCEMENT SPLICES FOR CONTINUOUS REINFORCEMENT. PROVIDE

STANDARD 90-DEGREE HOOKS IN ACCORDANCE WITH ACI 318, UNLESS OTHERWISE NOTED.

F. MAINTAIN THE FOLLOWING CONCRETE COVERAGE FOR REINFORCING STEEL UNLESS OTHERWISE

NOTED:

1. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH - 3 INCHES

2. CONCRETE EXPOSED TO EARTH OR WEATHER - 2 INCHES

3. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND:

a. SLABS - 2 INCHES

b. BEAMS AND COLUMNS: PRIMARY REINFORCEMENT, TIES, STIRRUPS - 2 INCHES

G. DO NOT WELD OR BEND REINFORCEMENT IN THE FIELD UNLESS SPECIFICALLY SHOWN OR APPROVED

BY GOVERNMENT.

H. USE LOW HYDROGEN ELECTRODES FOR WELDING OF REINFORCEMENT IN CONFORMANCE WITH

"WELDING REINFORCEMENT STEEL, METAL INSERTS AND CONNECTIONS IN REINFORCED

CONCRETE CONSTRUCTION", AMERICAN WELDING SOCIETY, AWS D1.4.

J. WHERE REQUIRED, PROVIDE DOWELS TO MATCH SIZE AND SPACING OF MAIN REINFORCING.

K. PROVIDE BAR SUPPORT ACCESSORIES IN ACCORDANCE WITH THE LATEST ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES. SUPPORT BEAM REINFORCING ON

BEAM BOLSTERS SPACED NOT MORE THAN 4 FEET ON CENTER.

L. PROVIDE BAR SUPPORTS WITH PLASTIC COATED LEGS OR HOT DIP GALVANIZING AFTER FABRICATION FOR CONCRETE EXPOSED TO VIEW. PROVIDE STAINLESS STEEL BAR SUPPORTS FOR CONCRETE TO

RECEIVE A SANDBLAST FINISH.

M. LAP SPLICES MUST BE CONTACT CLASS B SPLICES. MECHANICAL COUPLERS MUST BE TYPE 2.

CONTRACTOR MUST ENSURE THAT PROPER CONCRETE COVER IS PROVIDE AT SPLICES AND

COUPLERS.

REINFORCING STEEL NOTES

ADDITIONAL SUBMITTALS

A. THE FOLLOWING ITEMS ARE DEFERRED SUBMITTALS, PENDING APPROVAL OF THE GOVERNMENT:

1. FORMS FOR CAST IN PLACE CONCRETE.

B. DEFERRED SUBMITTALS MUST BE ACCOMPANIED BY CALCULATIONS SIGNED BY A PROFESSIONAL

ENGINEER.

C. DEFERRED SUBMITTALS MUST BE SUBMITTED PRIOR TO INSTALLATION AND MUST BE APPROVED

BY THE GOVERNMENT FOR GENERAL CONFORMANCE TO THE DESIGN ASSUMPTION INTENT.

D. SUBMITTALS (WITH SHOP DRAWING REVIEW STAMPS ON THEM) MUST BE SUBMITTED TO THE

GOVERNMENT FOR REVIEW AND APPROVAL. A LETTER STATING THAT THE SUBMITTAL HAS BEEN

REVIEWED AND COORDINATED AND HAS BEEN FOUND ACCEPTABLE WITHOUT EXCEPTIONS MUST

ACCOMPANY THE SUBMITTAL.

SPECIAL INSPECTIONS

A. REFER TO PROJECT SPECIFICATION SECTION 01 45 35 A ND THE STATEMENT AND SCHEDULE OF

SPECIAL INSPECTIONS.

A. INSTALL EPOXY ANCHORED BOLTS AND DOWELS IN ACCORDANCE WITH CURRENT ICC-ES REPORTS OR

EQUIVALENT TESTING PROGRAM QUALIFYING THE ANCHORING SYSTEM FOR USE IN CRACKED

CONCRETE UNDER IBC 2021. CONTRACTOR MUST SUBMIT MANUFACTURER REPORTS INDICATING

COMPLIANCE WITH IBC/ACI.

B. INSTALL BOLTS AND DOWELS PERPENDICULAR TO THE FACE OF CONCRETE, UNLESS OTHERWISE

INDICATED IN THE DRAWINGS.

C. CREATE A TEMPLATE AT EACH BOLT CONNECTION LOCATION PRIOR TO FABRICATING HOLES IN

CONNECTION PLATES. MAKE TEMPLATE BY LOCATING EXISTING REBAR WITH PACHOMETER.

REPOSITION BOLTS A MAXIMUM OF 1 1/2" TO AVOID CONFLICTS WITH EXISTING REINFORCING.

D. DIAMETER OF DRILLED HOLES MUST BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

DO NOT REDIRECT HOLES ALONG LENGTH OF BOLT.

E. DRILL HOLES IN CONTINUOUS OPERATION. BLOW DUST FROM THE HOLE USING COMPRESSED AIR.

F. FILL ABANDONED HOLES WITH EPOXY GROUT.

G. PROVIDE HOLES IN CONNECTION PLATES NO MORE THAN 1/8" LARGER THAN THE BOLT DIAMETER. IF

LARGER HOLES ARE NEEDED FOR ERECTION PURPOSES, PROVIDE PLATE WASHERS WELDED TO

CONNECTION PLATE TO TRANSFER THE BOLT LOAD.

H. INSTALLATION OF EPOXY ANCHORED DOWELS AND BOLTS MUST BE CONTINUOUSLY INSPECTED BY THE TESTING LABORATORY TO ENSURE THAT HOLES ARE OF THE PROPER DIAMETER AND LENGTH, ARE

PROPERLY CLEANED, AND THAT BOLTS ARE INSTALLED CORRECTLY.

J. EPOXY ANCHORED BOLTS MUST NOT BE USED IN OVERHEAD INSTALLATION.

EPOXY ANCHORED BOLT AND DOWEL NOTES

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SCALE:

CONSTR. CONTR. NO.

SHEET

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CHIEF ENG/ARCH

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FOR REVIEW

ONLY

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IF

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Name

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These documents are for Design Review and not intended for

Construction Bidding or Permit Purposes. They were prepared by, or under the supervision of:

Date

TEXAS REGISTERED ENGINEERING FIRM F-2966

CESAR R. VALLENILLA

TX 83559

CV LFAG

100% DESIGN SUBMITTAL

M

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AS NOTED

A/E INFO

SEAL

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Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E CONTRACT NO. N62478-20-D-5036

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SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SCALE:

CONSTR. CONTR. NO.

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BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

FOR REVIEW

ONLY

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AC

IF

IC

Name

Registration Number #

These documents are for Design Review and not intended for

Construction Bidding or Permit Purposes. They were prepared by, or under the supervision of:

Date

TEXAS REGISTERED ENGINEERING FIRM F-2966

CESAR R. VALLENILLA

TX 83559

CV LFAG

100% DESIGN SUBMITTAL

M

AK

AL

AP

A, H

AW

AI

I

AS NOTED

A/E INFO

SEAL

GU

AM

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E CONTRACT NO. N62478-20-D-5036

A

B

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D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

24 JUN 2024

N

AV

FA

C

P

AC

IF

IC

BC

1764210

AWK/DMK

KYM

JC

A/E Task Order No. N6274223F0324

FY

P R

O

JE

C T

G D

S C

O M

M

AN

D C

EN

TE

R

AN

DE

RS

EN

A

IR

F

OR

CE

B

AS

E

6/

/2

7:

:3

PM

C :\U se rs

\ra jb ah c\

D oc um en ts \P

3_

6-

AC

-S -3

D _C hr is tin a.

Ill ip ar am bi l.r vt

14AC-SB101

AC

-S B1

AC

CE

SS

C O

NT

RO

L

- F O

UN

DA

TI

O N

PL

AN14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

PP - POWER PLANT

SF - SECURITY FORCE

ST - SITE

1/4" = 1'-0" 0 4' 8' 12'2'

GENERAL SHEET NOTES

GRAPHIC SCALE(S)

SHEET KEYNOTES

SHEET NAMING CONVENTIONSHEET NAMING CONVENTION

SCALE 1/4" = 1'-0"A2 FOUNDATION PLAN

A. FINISH GRADE OF 100'-0" CORRESPONDS TO A CIVIL

REFERENCE DATUM OF 521.45

B. REFER TO SHEETS 14AC-S-001 THRU 14AC-S-002 FOR

STRUCTURAL GENERAL NOTES.

C. REFER TO SHEETS 14AC-S-501 FOR TYPICAL CONCRETE

DETAILS.

D. REFER TO SHEET 14AC-S-001 FOR MATERIAL LEGENDS

01 21'X8'X2' FOOTINGS, TYP T/FTG ELV. 98'-0"

02 24"X24" CONCRETE COLUMN

03 24"X24" TIE BEAMS, T/TIE BEAM ELV. 98'-0"

PLAN

NORTH

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

G U

A M

P R

O J E

C T

S

IT

E

M

M A

N D

C E

N T

A

B

EOS

1'-0"

13'-0" 14'-0" EOS

1'-0"

C3

14AC-S-201

'-0

SLOPE DOWN

EO

S

1' -0

'-0

EO

S

1' -0

29'-0"

T/ROOF 111' - 9"

T/ROOF 110' - 7"

TYP

C2

14AC-S-512

C1

14AC-S-512

C1

14AC-S-201

B1

14AC-S-512

1'-8"

C3

14AC-S-512

B1 B2

B1 B2

B3 B4 B5

C2

14AC-S-512

B3

14AC-S-512

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G S

YS

TE

M S

C O

M M

AN

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

FOR REVIEW

ONLY

N

AV

FA

C

P

AC

IF

IC

Name

Registration Number #

These documents are for Design Review and not intended for

Construction Bidding or Permit Purposes. They were prepared by, or under the supervision of:

Date

TEXAS REGISTERED ENGINEERING FIRM F-2966

CESAR R. VALLENILLA

TX 83559

CV LFAG

100% DESIGN SUBMITTAL

M

AK

AL

AP

A, H

AW

AI

I

AS NOTED

A/E INFO

SEAL

GU

AM

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E CONTRACT NO. N62478-20-D-5036

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

24 JUN 2024

N

AV

FA

C

P

AC

IF

IC

BC

1764210

AWK/DMK

KYM

JC

A/E Task Order No. N6274223F0324

FY

P R

O

JE

C T

G D

S C

O M

M

AN

D C

EN

TE

R

AN

DE

RS

EN

A

IR

F

OR

CE

B

AS

E

6/

/2

7:

:3

PM

C :\U se rs

\ra jb ah c\

D oc um en ts \P

3_

6-

AC

-S -3

D _C hr is tin a.

Ill ip ar am bi l.r vt

14AC-SF121

AC

-S F1

AC

CE

SS

C O

NT

RO

L

- R O O F

FR

AM

IN

G P

LA

N

14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

PP - POWER PLANT

SF - SECURITY FORCE

ST - SITE

1/4" = 1'-0" 0 4' 8' 12'2'

GENERAL SHEET NOTES

GRAPHIC SCALE(S)

SHEET KEYNOTES

SHEET NAMING CONVENTIONSHEET NAMING CONVENTION

SCALE 1/4" = 1'-0"A2 FRAMING PLAN - ROOF

21 PRECAST CONCRETE GUTTER

22 8" NORMAL WEIGHT CONCRETE SLAB REINFORCED WITH

#4 @ 12" OC, CENTER ON SLAB EACH WAY AT MID-DEPTH

23 24"X32" BEAMS

PLAN

NORTH

A. FINISH GRADE OF 100'-0" CORRESPONDS TO A CIVIL

REFERENCE DATUM OF 521.45

B. REFER TO SHEETS 14AC-S-001 THRU 14AC-S-002 FOR

STRUCTURAL GENERAL NOTES.

C. REFER TO SHEETS 14AC-S-501 FOR TYPICAL CONCRETE

DETAILS.

D. REFER TO SHEET 14AC-S-001 FOR MATERIAL LEGENDS

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

G U

A M

P R

O J E

C T

S

IT

E

M

M A

N D

C E

N T

FINISH GRADE

100' - 0"

T/ROOF HIGH

111' - 9"

T/ROOF LOW

110' - 7"

SLOPE

RE: PLAN13'-0"RE: PLAN

29'-0"

PAVEMENT

RE: CIVIL

TURNSTILES

RE: CIVIL

FINISH GRADE

100' - 0"

AB

RE: PLAN 28'-0" RE: PLAN

30'-0"

T/ROOF

VARIES

PAVEMENT

RE: CIVIL

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G S

YS

TE

M S

C O

M M

AN

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

FOR REVIEW

ONLY

N

AV

FA

C

P

AC

IF

IC

Name

Registration Number #

These documents are for Design Review and not intended for

Construction Bidding or Permit Purposes. They were prepared by, or under the supervision of:

Date

TEXAS REGISTERED ENGINEERING FIRM F-2966

CESAR R. VALLENILLA

TX 83559

CV LFAG

100% DESIGN SUBMITTAL

M

AK

AL

AP

A, H

AW

AI

I

AS NOTED

A/E INFO

SEAL

GU

AM

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E CONTRACT NO. N62478-20-D-5036

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

24 JUN 2024

N

AV

FA

C

P

AC

IF

IC

BC

1764210

AWK/DMK

KYM

JC

A/E Task Order No. N6274223F0324

FY

P R

O

JE

C T

G D

S C

O M

M

AN

D C

EN

TE

R

AN

DE

RS

EN

A

IR

F

OR

CE

B

AS

E

6/

/2

7:

:3

PM

C :\U se rs

\ra jb ah c\

D oc um en ts \P

3_

6-

AC

-S -3

D _C hr is tin a.

Ill ip ar am bi l.r vt

14AC-S-201

AC

-S -2

AC

CE

SS

C O

NT

RO

L

- F

RA

M

IN

G E

LE

VA

TI

O

NS

SCALE 1/4" = 1'-0"C1 BUILDING SECTION

SCALE 1/4" = 1'-0"C3 BUILDING SECTION

14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

PP - POWER PLANT

SF - SECURITY FORCE

ST - SITE

1/4" = 1'-0" 0 4' 8' 12'2'

GRAPHIC SCALE(S)

SHEET NAMING CONVENTIONSHEET NAMING CONVENTION

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

G U

A M

P R

O J E

C T

S

IT

E

M

M A

N D

C E

N T

1'-6" 5'-6" 6'-6" 5'-6" 1'-6"

C3

14AC-S-401

20'-6"

'-6

B1

14AC-S-402

B3

14AC-S-401

TYP

SL

O

PE

SL

O

PE

T/SLAB

100'-0"

T/SLAB

100'-0"

T/SLAB

99'-8"

T/SLAB

99'-8"

C3

14AC-S-401

B3

14AC-S-401

20'-6"

1'-6"4'-0"1'-6" 1'-6"4'-0"1'-6"

1' -6

4'

-0

2' -6

20'-6"

1'-6" 8'-0" 1'-6" 8'-0" 1'-6"

1' -6

4'

-0

1' -6

B3

14AC-S-401

C3

14AC-S-401

C3

14AC-S-401

B3

14AC-S-401

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G S

YS

TE

M S

C O

M M

AN

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

FOR REVIEW

ONLY

N

AV

FA

C

P

AC

IF

IC

Name

Registration Number #

These documents are for Design Review and not intended for

Construction Bidding or Permit Purposes. They were prepared by, or under the supervision of:

Date

TEXAS REGISTERED ENGINEERING FIRM F-2966

CESAR R. VALLENILLA

TX 83559

CV LFAG

100% DESIGN SUBMITTAL

M

AK

AL

AP

A, H

AW

AI

I

AS NOTED

A/E INFO

SEAL

GU

AM

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E CONTRACT NO. N62478-20-D-5036

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

24 JUN 2024

N

AV

FA

C

P

AC

IF

IC

BC

1764210

AWK/DMK

KYM

JC

A/E Task Order No. N6274223F0324

FY

P R

O

JE

C T

G D

S C

O M

M

AN

D C

EN

TE

R

AN

DE

RS

EN

A

IR

F

OR

CE

B

AS

E

6/

/2

7:

:3

PM

C :\U se rs

\ra jb ah c\

D oc um en ts \P

3_

6-

AC

-S -3

D _C hr is tin a.

Ill ip ar am bi l.r vt

14AC-S-401

AC

-S -4

AC

CE

SS

C O

NT

RO

L

- E

LE

CT

RI

CA

L

YA

RD

PL

AN

S

AN

D

EL

EV

AT

IO

NS

14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

PP - POWER PLANT

SF - SECURITY FORCE

ST - SITE

1/4" = 1'-0" 0 4' 8' 12'2'

GENERAL SHEET NOTES

GRAPHIC SCALE(S)

SHEET KEYNOTES

SHEET NAMING CONVENTIONSHEET NAMING CONVENTION

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

SCALE 1/4" = 1'-0"B1 ELECTRICAL YARD - FOUNDATION PLAN

SCALE 1/4" = 1'-0"C3 ELECTRICAL YARD - ELEVATION

SCALE 1/4" = 1'-0"B3 ELECTRICAL YARD - ELEVATION

SCALE 1/4" = 1'-0"A1 ELECTRICAL YARD - FRAMING PLAN

04 18"X18" CONCRETE COLUMN

05 18"X18" CONCRETE BEAM

06 HOUSEKEEPING PAD RE: B2/14AC-S-402

07 6" THICK CONCRETE SLAB ON GRADE REINFORCED WITH

#4 @12" ON CENTER EACH WAY AT TOP OF SLAB

A. FINISH GRADE OF 100'-0" CORRESPONDS TO A CIVIL

REFERENCE DATUM OF 521.45

B. REFER TO SHEETS 14AC-S-001 THRU 14AC-S-002 FOR

STRUCTURAL GENERAL NOTES.

C. REFER TO SHEETS 14AC-S-501 FOR TYPICAL CONCRETE

DETAILS.

D. REFER TO SHEET 14AC-S-001 FOR MATERIAL LEGENDS

G U

A M

P R

O J E

C T

S

IT

E

M

M A

N D

C E

N T

SLOPE

SLOPE

CONCRETE SLAB

ELEVATION (VARIES)

RE: PLAN

1/2" JOINT w/ FILLER AND SEALANT

CMU BREEZE BLOCK

REFER TO ARCH

CONCRETE COLUMN

BEYOND

(4) #7 TOP

AND BOTTOM

#4 BEAM HOOP

STIRRUPS

CONC BEAM

PREPARED SUBGRADE

REFER TO S-002-FOUNDATION NOTES

FOR ADDITIONAL INFORMATION 4'-0"�

3" TYP

FOOTING

RE: PLAN

#5 @ 10" OC EACH FACE

#4 U-BARS @ 10" OC

WITH STD HOOKS

SLOPE 1/8" PER

FOOT MIN

SLOPE 1/8" PER FOOT MIN

CONCRETE KEY, TYP

1'-6"

TYP

2 1/2"

GRADE

RE: CIVIL

T/CONC

ELEV: 107'-0"

T/WALL

ELEV: 101'-6"

T/FOOTING

PER PLAN

1'

6"

2' -0

EQ 1'-4" EQ

4 #6, EA FACE

#4 @ 12", OC

EA FACE

5 #6 CONT, T&B

#4 @ 12" OC, T&B

FOOTING

RE: PLAN

TYP

3"

CONCRETE SLAB

DOWEL TO MATCH

SLAB REINFORCEMENT

SIZE AND LOCATION

PAVEMENT

RE: CIVIL

PREPARED SUBGRADE

REFER TO 14AC-S-002-

FOUNDATION NOTES FOR

ADDITIONAL INFORMATION

(2) #4 BARS

Ld

�12"

6"

1/2" JOINT w/ FILLER

AND SEALANT

4'-0"�

2' -0

CONCRETE COLUMN

T/CONCRETE

CMU BREEZE

BLOCK

EACH END

2"

TYP

2"

SPA=

CONCRETE BEAM

SPA= 3"

TYP

TYP EACH END

#3 HOOP STIRRUPS

(T

YP

LA

P

SP

LI

C E

C

LA

SS

B

2"

SP

A=

TY

P)

TY

P

EA

C

H E

N D

#5 HOOP TIES

& CROSS TIES

COL VERTICAL REINF

T/CONCRETE

CMU BREEZE BLOCK

WHERE REQUIRED

CONCRETE BEAM

BEAM HOOP STIRRUPS

CONCRETE COLUMN,

FOR BASE CONNECTION

TO FOUNDATION

COL VERTICAL REINF

COL TIE REINF

#4 @ 12" DOWELS

DRILLED AND SET

IN EPOXY

ROUGHEN SURFACE AND APPLY

A BONDING AGENT PRIOR TO

PLACING PAD

12"

24"

24"

#4 CONT AT PERIMETER

w/ #4 AT EACH CORNER

#4 @ 12"

EW

3/4" CHAMFER

EXIST CONCRETE

SLAB

NOTES:

1. CONFIRM REQUIRED SIZE AND

LOCATION OF ALL HOUSEKEEPING

PADS WITH EQUIPMENT

MANUFACTURER'S PRIOR TO

PLACEMENT OF CONCRETE. PROVIDE

PADS AS REQUIRED, WHETHER

SHOWN ON STRUCTURAL DRAWINGS

OR NOT.

2. WHERE REQUIRED, COORDINATE

HOUSEKEEPING PAD WITH ARCH AND

ELECTRICAL SO PENETRATIONS ARE

PLACED BEFORE CONCRETE IS

POURED.

3. CONTRACTOR MUST LOCATE EXISTING

SLAB REINFORCEMENT/TENDONS

PRIOR TO DRILLING SO ANY CONFLICT

CAN BE AVOIDED.

4. VERIFY HOUSEKEEPING PAD MINIMUM

THICKNESS WITH ELECTRICAL

DRAWINGS.

DOWELS

3" TYP @

3"

N O

TE

S

1&

6" M

IN

, R

E:

1/

2" C

LR

C

O

VE

R

6" 6"

(RE: ELECTRICAL DWGS)

EQUIPMENT

(TYP UON)

1' - 6"

(T

YP

U O

N

1'

6"

TYP

2 1/2"

#4 HOOP TIES &

CROSS TIES

(8) #8 BARS

CMU BREEZE BLOCK

RE: ARCHITECT

DRAWINGS

1/2" JOINT BETWEEN

CMU AND CONCRETE

COLUMNS, FILL WITH

SEALANT (TYP)

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G S

YS

TE

M S

C O

M M

AN

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

FOR REVIEW

ONLY

N

AV

FA

C

P

AC

IF

IC

Name

Registration Number #

These documents are for Design Review and not intended for

Construction Bidding or Permit Purposes. They were prepared by, or under the supervision of:

Date

TEXAS REGISTERED ENGINEERING FIRM F-2966

CESAR R. VALLENILLA

TX 83559

CV LFAG

100% DESIGN SUBMITTAL

M

AK

AL

AP

A, H

AW

AI

I

AS NOTED

A/E INFO

SEAL

GU

AM

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E CONTRACT NO. N62478-20-D-5036

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

24 JUN 2024

N

AV

FA

C

P

AC

IF

IC

BC

1764210

AWK/DMK

KYM

JC

A/E Task Order No. N6274223F0324

FY

P R

O

JE

C T

G D

S C

O M

M

AN

D C

EN

TE

R

AN

DE

RS

EN

A

IR

F

OR

CE

B

AS

E

6/

/2

7:

:3

PM

C :\U se rs

\ra jb ah c\

D oc um en ts \P

3_

6-

AC

-S -3

D _C hr is tin a.

Ill ip ar am bi l.r vt

14AC-S-402

AC

-S -4

AC

CE

SS

C O

NT

RO

L

- E

LE

CT

RI

CA

L

YA

RD

- S

EC

TI

O

NS

A

ND

D

ET

AI

LS

14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

PP - POWER PLANT

SF - SECURITY FORCE

ST - SITE

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

1/4" = 1'-0" 0 4' 8' 12'2'

GRAPHIC SCALE(S)

SHEET NAMING CONVENTIONSHEET NAMING CONVENTION

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

SCALE 3/4" = 1'-0"B1 SECTION

SCALE 1" = 1'-0"C2 SECTION

SCALE 1" = 1'-0"A1 DETAIL

SCALE 1" = 1'-0"A2 DETAIL

SCALE NTSB2 SECTION AT ELECTRICAL EQUIPMENT HOUSEKEEPING PAD

SCALE 1" = 1'-0"A4

CONCRETE COLUMN AT

EQUIPMENT YARD DETAIL

G U

A M

P R

O J E

C T

S

IT

E

M

M A

N D

C E

N T

# 5 15 15 14 13

# 10 43 # 11 51

# 6

# 8 # 9

# 7 f'c=5000 psif'c=4000 psi Ldh

# 4 # 3

Ldh Ldh f'c=4500 psi Ldh f'c≥6000 psi

'Ldh' TENSION DEVELOPMENT

(EMBEDMENT) LENGTH FOR STANDARD

END HOOKS (GRADE 60 BARS - NORMAL

WEIGHT CONCRETE - GENERAL USE)

BAR

SIZE

STANDARD 90 HOOK

SIDE COVER > 2 1/2"

STANDARD 180 HOOK

SIDE COVER > 2 1/2"

Ldh

COVER

3" MIN Ldh

COVER

3" MIN

NOTES:

1. DEVELOPMENT LENGTH IS MEASURED FROM THE CONCRETE

JOINT TO THE FACE OF THE HOOK NEAREST THE JOINT.

2. MINIMUM REINFORCING SPACING IS 6 DIAMETERS ON CENTER

FOR DEVELOPMENT LENGTHS SHOWN. IF REINFORCING SPACING

IS AT LEAST 3 BAR DIAMETERS AND LESS THAN 6 BAR DIAMETERS

ON CENTER, INCREASE DEVELOPMENT LENGTH BY 60 PERCENT.

HOOK REINFORCING MUST NOT BE USED WHERE

SPACING IS LESS THAN 3 BAR DIAMETERS ON CENTER.

3. MINIMUM REINFORCING SIDE COVER TO BAR IS 2 1/2 BAR

DIAMETERS IF DEVELOPMENT LENGTH IS WITHIN THE CONFINED

CORE OF A COLUMN, OR 6 BAR DIAMETERS ELSEWHERE.

OTHERWISE, INCREASE DEVELOPMENT LENGTH BY 25 PERCENT.

SIDE COVER MUST IN NO CASE BE LESS THAN 2 BAR DIAMETERS.

4. VALUES MUST BE USED UNLESS NOTES OTHERWISE ON

DRAWINGS.

NOTES:

1. < MEANS LESS THAN,

≤ MEANS LESS THAN OR EQUAL TO,

> MEANS GREATER THAN.

# 4

# 6

# 5

2≤s<4 4≤s<6

6≤s 2≤s<4 4≤s<6

6≤s 2≤s<4 4≤s<6

6≤s 2≤s<4 4≤s<6

6≤s

# 11

# 7

# 8

# 9

# 10

2≤s<4 4≤s<6

6≤s 2≤s<4 4≤s<6

6≤s 2≤s<4 4≤s<6

6≤s 2≤s<4 4≤s<6

6≤s

# 3 2≤s<4 4≤s<6

6≤s

TENSION BAR DEVELOPMENT LENGTH (L ) --

REINFORCING STEEL STRENGTH, F = 60 ksi (1,2,3)

BAR

SIZE f' (psi)C-C

SPACING

(in) 4000 5000 6000 8000

ᵈ ʸ

12 12 12 12 12 12 12 12 12 12 12 12 19 17 16 14 15 14 13 12

29 26 24 21 19 17 16 14

42 38 34 30 23 20 19 16

71 64 58 51 36 32 29 26 33 29 27 23 93 83 76 66 47 42 38 33 37 34 31 27

118 106 97 84 59 53 49 42 46 42 38 33

150 134 122 106 75 67 61 53 57 51 47 41

184 165 151 131 92 83 76 66 68 61 56 49

15 14 13 12

19 17 16 14

23 20 19 16

ᶜ

NOTES:

1. < MEANS LESS THAN,

≤ MEANS LESS THAN OR EQUAL TO,

> MEANS GREATER THAN.

LAP SPLICE LENGTH (L ) --

REINFORCING STEEL STRENGTH, F =60ksi (1,2,4,5,6,7))

# 4

# 6

# 5

2≤s<4 4≤s<6

6≤s 2≤s<4 4≤s<6

6≤s 2≤s<4 4≤s<6

6≤s 2≤s<4 4≤s<6

6≤s

# 11

# 7

# 8

# 9

# 10

2≤s<4 4≤s<6

6≤s 2≤s<4 4≤s<6

6≤s 2≤s<4 4≤s<6

6≤s 2≤s<4 4≤s<6

6≤s

# 3 2≤s<4 4≤s<6

6≤s

BAR

SIZE

f' = 5000 psiC-C (8)

SPACING

(in) 0.75 1.5 2 2.5

ʸ

13 13 13 13

83 83 83 83 70 43 42 42 70 43 38 38

87 54 54 54 87 54 44 44

105 69 69 69 105 67 54 49 174 174 174 174 126 87 87 87 126 82 66 58 214 214 214 214 147 107 107 107 147 97 80 72

COVER (in) ᶜ

ˢᵗ

13 13 13 13 13 13 13 13 13 13 22 22 22 22 22

18 18 18 18 18 18 18 18

22222222 22 22 22 22

34 34 34 34 34 49 49 49 49 49

26 26 26 26 26262626

137 137 137 137

108 108 108 108

CONCRETE BEAM SCHEDULE

MARK

B1

DEPTH WIDTH LONGITUDINAL

REINFORCING

REMARKS

B2 B3

B4

STIRRUPS

2'-8" 2'-0" (5) #7, TOP & BOTTOM #4 @ 10" OC

#4 @ 10" OC

(4) #4 @ 6" OC AT EACH

END, REM. @ 10" OC

(5) #7, TOP & BOTTOM

(5) #7, TOP & BOTTOM

(5) #7, TOP & BOTTOM

(2) #5 SIDE BARS, ON EACH SIDE

(2) #5 SIDE BARS, ON EACH SIDE

(2) #5 SIDE BARS, ON EACH SIDE2'-0"

2'-0"

2'-0"

2'-8" 2'-8"

2'-8"

(2) #5 SIDE BARS, ON EACH SIDE

ADDITIONAL (3) #7 TOP BARS, AT EACH END

B5 (5) #7, TOP & BOTTOM (2) #5 SIDE BARS, ON EACH SIDE2'-0" #4 @ 10" OC2'-8"

(4) #4 @ 6" OC AT EACH

END, REM. @ 10" OC

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G S

YS

TE

M S

C O

M M

AN

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

FOR REVIEW

ONLY

N

AV

FA

C

P

AC

IF

IC

Name

Registration Number #

These documents are for Design Review and not intended for

Construction Bidding or Permit Purposes. They were prepared by, or under the supervision of:

Date

TEXAS REGISTERED ENGINEERING FIRM F-2966

CESAR R. VALLENILLA

TX 83559

CV LFAG

100% DESIGN SUBMITTAL

M

AK

AL

AP

A, H

AW

AI

I

AS NOTED

A/E INFO

SEAL

GU

AM

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E CONTRACT NO. N62478-20-D-5036

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

24 JUN 2024

N

AV

FA

C

P

AC

IF

IC

BC

1764210

AWK/DMK

KYM

JC

A/E Task Order No. N6274223F0324

FY

P R

O

JE

C T

G D

S C

O M

M

AN

D C

EN

TE

R

AN

DE

RS

EN

A

IR

F

OR

CE

B

AS

E

6/

/2

7:

:3

PM

C :\U se rs

\ra jb ah c\

D oc um en ts \P

3_

6-

AC

-S -3

D _C hr is tin a.

Ill ip ar am bi l.r vt

14AC-S-501

AC

-S -5

AC

CE

SS

C O

NT

RO

L

- C O

NC

RE

TE

S

CH

ED

UL

ES

SCALE NTSB4

TENSION DEVELOPMENT (EMBEDMENT)

LENGTH FOR STANDARD END HOOKS

SCALE NTSB1 TENSION DEVELOPMENT LENGTH

SCALE NTSB2 TENSION LAP SPLICES

SCALE NTSA1 CONCRETE BEAM SCHEDULE

14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

PP - POWER PLANT

SF - SECURITY FORCE

ST - SITE

SHEET NAMING CONVENTIONSHEET NAMING CONVENTION

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

G U

A M

P R

O J E

C T

S

IT

E

M

M A

N D

C E

N T

CONCRETE COLUMN

RE: PLAN

DOWELS TO MATCH

VERT COLUMN REINF

PREPARED

SUBGRADE

CONCRETE FOOTING RE: PLAN

PAVING

RE: CIVIL

(8) #8 TOP AND BOTTOM

4" THICK LEAN CONCRETE

C

LA

SS

B

L

AP

S

PL

IC

E

T/FTG EL:

RE: PLAN

B2

14AC-S-512

TYP

6"

R E:

P

LA

N

PL

AN

R E:

RE: PLAN

#8 @ 12" OC TOP

AND BOTTOM

3" SP

AC

IN

G

6" O

C3" (3) #4 TIES SET

IN FOOTING

90° BEND

HOOK

Ld Ld

Ld Ld Ld

Ld

WALL REINF

RE: SCHED

Ld

Ld

WALL REINF

RE: SCHED

ALTERNATE BEND

Ld Ld

Ld

PLAN AT CORNER PLAN AT INTERSECTION

PLAN AT CORNER PLAN AT INTERSECTION

NOTE:

1. ALL CORNER BARS MUST MATCH SIZE AND SPACING OF HORIZONTAL WALL REINFORCEMENT.

/4

/2

11 1/4"

/4

10 3/4"

11 1/2"

10 3/4" 10 3/4"

/4

10 3/4" 10 3/4"

PRINCIPAL REINFORCING

TIE OR STIRRUP

90° HOOK

MAX OFFSET BEND

180° HOOK

DETAIL NOTES:

1. BENDS MUST BE MADE COLD.

NOTE:

FOR 'D' ETC REFER TO

CRSI HANDBOOK

GOVERNING EDITION.

#4 3" 3 3/4"#5

MIN

D

2 1/4"#3

BAR

DIA

#6 5 1/4"#7

#8 9 1/2"#9

#10 12"#11

4 1/2"

6"

10 3/4"

D D d d d

4db OR 2 1/2" MIN

3" MIN6d

O R

D

PAVING RE: CIVIL~

CONT TIE BEAM

RE: PLAN

RE: PLAN

(8) #4 @ 6" OC

AT EACH END,

REM. @ 8" OC

R E:

P

LA

N R

E:

P

LA

N

(4) #8 TOP

AND BOTTOM

(1) #4 EACH SIDE

T/PAVING EL

RE: CIVIL

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G S

YS

TE

M S

C O

M M

AN

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

FOR REVIEW

ONLY

N

AV

FA

C

P

AC

IF

IC

Name

Registration Number #

These documents are for Design Review and not intended for

Construction Bidding or Permit Purposes. They were prepared by, or under the supervision of:

Date

TEXAS REGISTERED ENGINEERING FIRM F-2966

CESAR R. VALLENILLA

TX 83559

CV LFAG

100% DESIGN SUBMITTAL

M

AK

AL

AP

A, H

AW

AI

I

AS NOTED

A/E INFO

SEAL

GU

AM

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E CONTRACT NO. N62478-20-D-5036

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

24 JUN 2024

N

AV

FA

C

P

AC

IF

IC

BC

1764210

AWK/DMK

KYM

JC

A/E Task Order No. N6274223F0324

FY

P R

O

JE

C T

G D

S C

O M

M

AN

D C

EN

TE

R

AN

DE

RS

EN

A

IR

F

OR

CE

B

AS

E

6/

/2

7:

:4

PM

C :\U se rs

\ra jb ah c\

D oc um en ts \P

3_

6-

AC

-S -3

D _C hr is tin a.

Ill ip ar am bi l.r vt

14AC-S-502

AC

-S -5

AC

CE

SS

C O

NT

RO

L

- T

YP

IC

AL

C O

NC

RE

TE

D

ET

AI

LS

SCALE 3/4" = 1'-0"B2 SECTION

SCALE NTSC2 TYPICAL CORNER BAR PLACEMENT DETAIL

SCALE NTSC1 TYPICAL BAR BENDS

SCALE 3/4" = 1'-0"B1 TYPICAL TIE BEAM SECTION

14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

PP - POWER PLANT

SF - SECURITY FORCE

ST - SITE

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

GRAPHIC SCALE(S)

SHEET NAMING CONVENTIONSHEET NAMING CONVENTION

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

G U

A M

P R

O J E

C T

S

IT

E

M

M A

N D

C E

N T

CONCRETE SLAB

RE: PLAN

RE: SCHEDULE

WIDTH

ST…