GDS_100pct DRAFT_Site 14_Vol. 14.6.pdf

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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

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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:

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VOLUME 14.6 - POWER PLANT (GENERAL, ARCH, INTERIOR, FIRE

PROTECTION & PLUMBING

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

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FOR REVIEW

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These documents are for Design Review and not intended for

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0 14PP-S-770 POWER PLANT - FRAMING PLAN OVERALL

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0 14PP-IG601 POWER PLANT - SIGNAGE TYPICALS

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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

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24 JUN 2024

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BUILDING CODE / LIFE SAFETY ANALYSIS

SWITCHGEAR BUILDING OCCUPANCY LOAD

ROOM

NO, UFC 3-600-01 TABLE 10-3.1 USE OCCUPANT LOAD

SF PER PERSON AREA TOTAL NO. OF

OCCUPANTS

101 SPECIAL PURPOSE INDUSTRIAL 500.00 SF 220 SF 1

102 SPECIAL PURPOSE INDUSTRIAL 500.00 SF 1583 SF 4

103 SPECIAL PURPOSE INDUSTRIAL 500.00 SF 1959 SF 4

104 SPECIAL PURPOSE INDUSTRIAL 500.00 SF 218 SF 1

1. BUILDING CODE ANALYSIS:

UFC 3-460-01 DESIGN: PETROLEUM FUEL FACILITIES, WITH CHANGE 1, 2020

UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES, WITH CHANGE 6, 2021

INTERNATIONAL BUILDING CODE (IBC), 2021

NATIONAL FIRE PROTECTION ASSOCIATION

NFPA 1: FIRE CODE 2024

NFPA 10: STANDARD FOR PORTABLE FIRE EXTINGUISHERS 2022

NFPA 13: STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS 2022

NFPA 30: FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE 2024

NFPA 37: INSTALLATION AND USE OF STATIONARY COMBUSTION ENGINES AND

GAS TURBINES 2021

NFPA 72: NATIONAL FIRE ALARM AND SIGNALING CODE 2022

NFPA 90A: AIR CONDITIONING AND VENTILATING SYSTEMS 2024

NFPA 101: LIFE SAFETY CODE 2024

NFPA 855: STANDARD FOR THE INSTALLATION OF STATIONARY ENERGY STORAGE

SYSTEMS 2023

NFPA 2001: STANDARD ON CLEAN AGENT FIRE EXTINGUISHING SYSTEMS 2022

2. LIFE SAFETY ANALYSIS DESIGN CRITERIA

BUILDING CODE DESIGN CRITERIA IS DEFINED IN UFC 3-600-01. THE IBC DETERMINES

BUILDING CONSTRUCTION TYPE, ALLOWABLE FLOOR AREA, BUILDING HEIGHT LIMITATION,

BUILDING SEPARATION DISTANCES, AND THE REQUIRED FIRE RESISTANCE RATING FOR

VARIOUS BUILDING ELEMENTS. NFPA 101 ESTABLISHES THE MEANS OF EGRESS

REQUIREMENTS. IBC AND NFPA 101 CRITERIA APPLY UNLESS OTHER REQUIREMENTS ARE

SUPERSEDED BY CLIENT-PROVIDED DOCUMENTATION.

3. BUILDING OCCUPANCY (IBC CHAPTER 3)

FACTORY GROUP F-1 (SWITCHGEAR BUILDING)

UTILITY AND MISCELLANEOUS GROUP U (GENERATOR ENCLOSURES AND YARD)

4. CONSTRUCTION TYPE (IBC TABLE 601)

TYPE IIB, NONCOMBUSTIBLE, UNPROTECTED

5. EXTERIOR WALL FIRE SEPARATION DISTANCE (TABLE 705.5)

CONSTRUCTION TYPE OF FACILITY IS TYPE IIB AND MAINTAINS A MINIMUM FIRE

SEPARATION DISTANCE OF 20’-1” FROM THE NEAREST BUILDING OR STRUCTURE. NO

EXTERIOR FIRE RATING REQUIRED.

6. SPRINKLER PROTECTION

THE FACILITY IS not PROTECTED WITH AUTOMATIC SPRINKLER SYSTEMS

7. ALLOWABLE BUILDING HEIGHT (IBC TABLE 504.3)

GROUP FACTORY (F-1)

ALLOWABLE HEIGHT: 55 FEET

ALLOWABLE NUMBER OF STORIES: 2 STORIES

ACTUAL HEIGHT = 19'-4"

ACTUAL NUMBER OF STORIES = 1 STORY

GROUP UTILITY (U)

ALLOWABLE HEIGHT: 55 FEET

ALLOWABLE NUMBER OF STORIES: 2 STORIES

ACTUAL GENERATOR ENCLOSURE HEIGHT = 14'-0"

ACTUAL NUMBER OF STORIES = 1 STORY

8. ALLOWABLE BUILDING AREA - PER STORY (IBC TABLE 506.2)

FACTORY F-1: ALLOWED - 15,500 SF

ACTUAL: SWITCHGEAR BUILDING 4,360 SF

UTILITY U: ALLOWED - 8,500 SF

ACTUAL: GENERATOR ENCLOSURE 450 SF

9. FIRE RESISTANCE RATINGS FOR BUILDING ELEMENTS (IBC TABLE 601)

PRIMARY STRUCTURAL STEEL: 0 HOURS

EXTERIOR BEARING WALLS: 0 HOURS

INTERIOR BEARING WALLS: 0 HOURS

EXTERIOR NONBEARING WALLS AND PARTITIONS: 0 HOURS

INTERIOR NONBEARING WALLS AND PARTITIONS: 0 HOURS

FLOOR CONSTRUCTION AND SECONDARY MEMBERS: 0 HOURS

ROOF CONSTRUCTION AND SECONDARY MEMBERS: 0 HOURS

10. MAXIMUM AREA OF EXTERIOR OPENINGS (IBC TABLE 705.8)

GREATER THAN 20 FEET AND LESS THAN 25 FEET, 45% ALLOWABLE AREA

(IBC TABLE 705.9)

ACTUAL SEPARATION: 23 FT – 1 INCH

(SWITCHGEAR BUILDING FROM GENERATOR ENCLOSURE)

ACTUAL AREA OF OPENINGS ON GENERATOR YARD SIDE OF SWITCHGEAR BUILDING: 8.7%

11. FIRE RESISTANCE RATED CONSTRUCTION

BATTERY ROOM: 1 HOUR FIRE BARRIER (IBC TABLE 508.2.5) AND (NFPA 1 SECTION

52.2.2.3.3)

SWITCHGEAR A/B: 2 HOUR FIRE BARRIER

12. NFPA 101 USE (SECTION 6.1):

SWITCHGEAR BUILDING AND GENERATOR ENCLOSURES: SPECIAL-PURPOSE

INDUSTRIAL USE (CHAPTER 40).

INDUSTRIAL OCCUPANCIES THAT ARE CHARACTERIZED BY A RELATIVELY LOW DENSITY

OF EMPLOYEE POPULATION, WITH MUCH OF THE AREA OCCUPIED BY MACHINERY OR

EQUIPMENT.

13. OCCUPANT LOAD:

THE OCCUPANT LOAD, IN NUMBER OF PERSONS FOR WHOM MEANS OF EGRESS AND

OTHER PROVISIONS ARE REQUIRED, SHALL BE DETERMINED ON THE BASIS OF THE

OCCUPANT LOAD FACTORS OF TABLE 7.3.1.2 THAT ARE CHARACTERISTIC OF THE USE OF

THE SPACE, OR SHALL BE DETERMINED AS THE MAXIMUM PROBABLE POPULATION OF

THE SPACE UNDER CONSIDERATION, WHICHEVER IS GREATER (NFPA 101 40.1.7).

NOTE: OCCUPANT LOAD MUST BE CALCULATED IN ACCORDANCE WITH NFPA 101,

EXCEPT AS NOTED IN UFC 3-600-01, TABLE 10-1.

SWITCHGEAR BUILDING OCCUPANT LOAD FACTOR: 500 SF/PERSON

(UFC 3-600-01, TABLE 10-1)

SWITCHGEAR BUILDING OCCUPANT LOAD: 13 PERSONS.

GENERATOR ENCLOSURE OCCUPANT LOAD FACTOR: 500 SF/PERSON

(UFC 3-600-01, TABLE 10-1)

GENERATOR ENCLOSURE OCCUPANT LOAD: 1 PERSONS.

14. REQUIRED NUMBER OF EXITS:

SWITCHGEAR BUILDING: 4 TOTAL PROVIDED

GENERATOR ENCLOSURE: 2 TOTAL PROVIDED

NOT LESS THAN TWO MEANS OF EGRESS SHALL BE PROVIDED FROM EVERY STORY OR

SECTION, AND NOT LESS THAN ONE EXIT SHALL BE REACHED WITHOUT TRAVERSING

ANOTHER STORY (NFPA 101 40.2.4.1.1).

A SINGLE MEANS OF EGRESS SHALL BE PERMITTED FROM ANY STORY OR SECTION IN

LOW AND ORDINARY HAZARD INDUSTRIAL OCCUPANCIES, PROVIDED THAT THE EXIT CAN

BE REACHED WITHIN THE DISTANCE PERMITTED AS A COMMON PATH OF TRAVEL ((NFPA

101 40.2.4.1.2).

NOT LESS THAN TWO MEANS OF EGRESS WILL BE PROVIDED ON EVERY STORY (NFPA

101 7.4.1.1) AND NOT LESS THAN TWO SEPARATE EXITS WILL BE ACCESSIBLE FROM

EVERY PART OF EVERY STORY (NFPA 101 7.5.1.1.1).

DISCHARGE FROM EXITS SHALL BE IN ACCORDANCE WITH SECTION 7.7 (NFPA 101 40.2.7).

EXIT DISCHARGE TO A PUBLIC WAY IS REQUIRED FOR EACH EXIT (NFPA 101 7.7).

15. REQUIRED ARRANGEMENT OF EXITS (SECTION 7.5):

WHERE TWO EXITS, EXIT ACCESSES, OR EXIT DISCHARGES ARE REQUIRED, THEY SHALL

BE LOCATED AT A DISTANCE FROM ONE ANOTHER NOT LESS THAN ONE-HALF THE

LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA

TO BE SERVED, MEASURED IN A STRAIGHT LINE BETWEEN THE NEAREST EDGE OF THE

EXITS, EXIT ACCESSES, OR EXIT DISCHARGES (NFPA 101 7.5.1.3.2).

16. REQUIRED EXIT COMPONENT WIDTHS (SECTION 7.3.4):

EXIT COMPONENT WIDTH: 0.2-INCH WIDTH PER PERSON (NFPA 101 TABLE 7.3.3.1).

THE MINIMUM WIDTH OF ANY MEANS OF EGRESS NOT SPECIFICALLY LISTED IS 36-

INCHES MINIMUM (NFPA 101 7.3.4.1).

THE REQUIRED DOOR WIDTH OF INDUSTRIAL USES IS 0.2-INCHES PER PERSON (NFPA

101 TABLE 7.3.3.1) WITH 32-INCHES MINIMUM CLEAR WIDTH (NFPA 101 7.2.1.2.3.2):

DOOR LEAVES ARE REQUIRED TO SWING IN THE DIRECTION OF EGRESS WHERE

SERVING A ROOM OR AREA WITH AN OCCUPANT LOAD OF 50 OR MORE.

ACTUAL WIDTH: (4) EXIT DOORS 36 INCH WIDTH (SWITCHGEAR BUILDING)

17. ARRANGEMENT OF EXITS (SECTION 7.5):

EXITS MUST BE ARRANGED SO THE LOSS OF ANY ONE EXIT STILL PROVIDES EXIT

CAPACITY FOR AT LEAST 50% OF THE REQUIRED CAPACITY (NFPA 101 7.3.1.1.2).

EXIT ACCESS FROM ROOMS OR SPACES WILL BE PERMITTED TO BE THROUGH

ADJOINING OR INTERVENING ROOMS OR AREAS, PROVIDED THESE ROOMS OR AREAS

ARE ACCESSORY TO THE AREA SERVED (NFPA 7.5.1.6).

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18. TRAVEL DISTANCES (NFPA 101 SECTION 7.6)

DEAD END CORRIDORS: SPECIAL-PURPOSE INDUSTRIAL USE (CH 40.2.5)

ALLOWABLE: 50 FT

ACTUAL: NO DEAD END CORRIDORS

COMMON PATH OF TRAVEL: SPECIAL-PURPOSE INDUSTRIAL USE (CH 40.2.5)

ALLOWABLE: 50 FT

ACTUAL: NO COMMON PATHS OF TRAVEL

MAXIMUM TRAVEL DISTANCE: SPECIAL-PURPOSE INDUSTRIAL USE (CH 40.2.5)

ALLOWABLE: 300 FT

ACTUAL: 71 FT

19. FIRE AND SMOKE PROTECTION FEATURES

CONFORM TO THE REQUIREMENTS OF NFPA 101 FOR MARKING AND IDENTIFICATION OF

FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS, SMOKE PARTITIONS,

OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS.

FIRE WALLS AND FIRE BARRIERS:

FIRE WALLS AND FIRE BARRIERS SHALL BE EFFECTIVELY AND PERMANENTLY

IDENTIFIED WITH SIGNS OR STENCILING ON BOTH SIDES OF THE WALL. IDENTIFICATION

SHALL BE LOCATED WITHIN 15 FEET OF THE END OF EACH WALL AND REPEATED AT

INTERVALS NOT TO EXCEED 30 FEET (NFPA 101 8.2.2.5).

OPENINGS IN A FIRE WALL OR FIRE BARRIER SHALL BE PROTECTED TO LIMIT THE

SPREAD OF FIRE FROM ONE SIDE OF THE FIRE BARRIER TO THE OTHER (NFPA 101 8.3.3).

OPENINGS MUST MEET MINIMUM FIRE PROTECTION RATING PER NFPA 8.3.3.2.1

AND TABLE 8.3.3.2.2.

FIRE PROTECTION OF PIPE AND CONDUIT PENETRATIONS:

ALL PENETRATIONS THROUGH FIRE RATED CONSTRUCTION SHALL BE SEALED TO MEET

OR EXCEED THE PENETRATED CONSTRUCTION RATINGS. PROVIDE UNDERWRITERS

LABORATORIES (UL) TESTED AND APPROVED FIRE STOPPING JOINTS AT ALL FIRE RATED

LOCATIONS, SEE SPEC SECTION 84 00.03 00 FIRESTOPPING.

GENERATOR ENCLOSURE OCCUPANCY LOAD

ROOM

NO, UFC 3-600-01 TABLE 10-3.1 USE OCCUPANT LOAD

SF PER PERSON AREA TOTAL NO. OF

OCCUPANTS

-- UTILITY 500.00 SF 450 SF 1

P R

O J E

C T

S

IT

E

C O

M M

A N

D C

E N

T E

R

A N

D E

R S

E N

A

IR

F O

R C

E B

A S

E G

U

FACP

CACP

CACPASP

ASP

A O

A O

A O

A O

A O

A O

NAC

1583 SF

220 SF

218 SF

1959 SF

OUTDOOR GENERATOR YARD

16,945 GSF

32' - 6"

TRAVEL DISTANCE: A

66' - 0"

TRAVEL DISTANCE: B

71' - 0"

TRAVEL DISTANCE: C

53' - 6"

TRAVEL DISTANCE: D

/ 1605

/ 1605

/1

/1

5'-6"

5'-6"

01 01 01 01

03 03

040406

YARD EXIT PATH FOR INFORMATION ONLY -

NOT SUBJECT TO NFPA 101 REQUIREMENTS

DISTANCE: 175'-0"

1 HOUR FIRE BARRIER

2 HOUR FIRE BARRIER

3 HOUR FIRE BARRIER

1/2 HOUR FIRE BARRIER

FIRE EXTINGUISHER TYPE:

WATER

FOAM

CO2

CLEAN AGENT

MULTI-PURPOSE DRY

CHEMICAL

LIQUID GAS

ELECTRIC

MTL FIRE

TRAVEL DISTANCE

COMMON PATH

DEAD END

PLAN SYMBOLS:

/ 00

ACTUAL

OCCUPANTS

OCCUPANT LOAD

CAPACITY

EGRESS INDICATOR:

/ 00

ROOM NAME/NUMBER

& AREA

150 SF

PATH LENGTH

TRAVEL DISTANCE: A

1' - 0"

FIRE RATED WALL TYPE:

EXIT SIGN LOCATION,

REFER TO FA

A.

B.

FOR GENERAL NOTES, LEGENDS, ABBREVIATIONS,

REFER TO SHEET G-002.

NOT TO BE USED FOR CONSTRUCTION.

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

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

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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

N

AV

FA

C

P

AC

IF

IC

M

AK

AL

AP

A, H

AW

AI

I

AS NOTED

FY

P R

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AN

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AC

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1764210

KYM

JC

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

AN

DE

RS

EN

A

IR

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SE

KYM

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100% DESIGN SUBMITTAL

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

A B C

3/32" = 1'-0" 0 8' 16' 32'4'

GENERAL SHEET NOTES

GRAPHIC SCALE(S)

KEY PLAN

LEGEND

PLAN

NORTH

SHEET NAMING CONVENTION

SCALE: 3/32" = 1'-0"A1 LIFE SAFETY PLAN

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PRSHEET KEYNOTES##

01. GENERATOR ENCLOSURE ON CONCRETE PAD, REFER TO

STRUCTURAL AND ELECTRICAL

02. TRANSFORMER ON CONCRETE PAD, REFER TO STRUCTURAL AND

ELECTRICAL

0.3 COLUMN FOR OVERHEAD STRUCTURAL LOUVER SYSTEM, REFER TO

STRUCTURAL

04. MECHANICAL EQUIPMENT ON CONCRETE PAD, REFER TO

STRUCTURAL AND MECHANICAL

05. ELECTRICAL MANHOLE, REFER TO ELECTRICAL

06. ELECTRICAL EQUIPMENT ON CONCRETE PAD, REFER TO STRUCTURAL

AND ELECTRICAL

P R

O J E

C T

S

IT

E

C O

M M

A N

D C

E N

T E

R

A N

D E

R S

E N

A

IR

F O

R C

E B

A S

E G

U

VERTICAL BRACING ELEMENTS:

VERTICAL BRACE

UPWARD FROM

PLAN LEVEL

VERTICAL BRACE

DOWNWARD FROM

PLAN LEVEL

PLAN KEY

(ORTHOGONAL)

VERTICAL

BRACE

DOWNWARD

FROM PLAN

LEVEL

VERTICAL

BRACE

UPWARD

FROM PLAN

LEVEL

X

XXX-000

ELEVATION/SECTION/DETAIL

IDENTIFICATION LETTER

SHEET NUMBER ON WHICH THE

ELEVATION/SECTION/DETAIL IS SHOWN

LEGEND:

3 COLUMN OR BEAM SPLICE

6*

SPECIAL DOUBLE CLIP ANGLE BEAM CONNECTION

SPECIAL DOUBLE CLIP ANGLE BEAM CONNECTIONS ARE INDICATED ON PLAN

OR ELEVATION VIEW.

ST#.#*

SPECIAL SHEAR TAB BEAM CONNECTION

SPECIAL SHEAR TAB BEAM CONNECTIONS ARE INDICATED ON PLAN

OR ELEVATION VIEW.

A FIELD BOLTED MOMENT CONNECTION.

FIELD WELDED BEAM TO BEAM MOMENT CONNECTION

2-BOLT CONNECTION OF HORIZONTAL BRACING TO BOTTOM

FLANGE OF FLOOR BEAM. SHIM AS REQUIRED.

FS_ FOOTING (SQUARE SPREAD)

FOUNDATIONS ARE INDICATED ON FOUNDATION PLAN SHEETS.

AR_

ANCHOR ROD

ANCHOR RODS ARE INDICATED ON PLAN SHEET(S).

SEE BASE PLATE DETAIL(S) FOR LAYOUT AND QUANTITY.

CJ

EJ

IJ

CONSTRUCTION OR

CONTRACTION JOINT

EXPANSION JOINT

ISOLATION JOINT

ANCHOR ROD OR CONCRETE REINFORCING BAR IN SECTION

PILE

FOUNDATIONS ARE INDICATED ON

FOUNDATION PLAN SHEETS.

UPLIFT PILE

FOUNDATIONS ARE INDICATED ON

FOUNDATION PLAN SHEETS.

OPENING OR PIT IN CONCRETE

A1 HORIZONTAL BRACE CONNECTIONS ARE INDICATED ON PLAN VIEW.

WHERE NO CONNECTION MARK NUMBER IS INDICATED ON PLAN, THE

CONNECTION SHALL BE AS NOTED BY "STD" IN THE CONNECTION LISTS.

FC_

FOOTING (CONTINUOUS/STRIP/WALL)

FOUNDATIONS ARE INDICATED ON FOUNDATION PLAN

SHEETS.

W_

REINFORCED CONCRETE WALL

WALLS ARE INDICATED ON PLAN SHEET(S).

BP_

BASEPLATE

BASEPLATES ARE INDICATED ON PLAN SHEETS.

SOG_ SLAB-ON-GROUND

MD_ METAL DECK.

BOLLARD

BOLLARDS ARE INDICATED ON FLOOR PLAN SHEETS. SEE

ARCHITECTURAL AND/OR CIVIL SHEETS FOR

PLAN DIMENSIONS.

FOUNDATION ELEMENTS:

SLAB-ON-GROUND ELEMENTS

BASE PLATE, ANCHOR, AND REINFORCEMENT ELEMENTS:

ROOF/FLOOR DECK/DIAPHRAGM ELEMENTS:

PLAN KEY

(NON-ORTHOGONAL)

GENERAL

STEEL BEAM CONNECTION ANNOTATIONS

FR_

FOOTING (RECTANGULAR SPREAD)

FOUNDATIONS ARE INDICATED ON FOUNDATION PLAN

SHEETS.

FN_ FOOTING (NON-TYPICAL/IRREGULAR SPREAD)

FOUNDATIONS ARE INDICATED ON FOUNDATION PLAN

SHEETS.

GB_

GRADE BEAM

FOUNDATIONS ARE INDICATED ON FOUNDATION PLAN

SHEETS.

TB_ TIE BEAM

FOUNDATIONS ARE INDICATED ON FOUNDATION PLAN

SHEETS.

MISCELLANEOUS

VERTICAL

BRACE

DOWNWARD

FROM PLAN

LEVEL

HORIZONTAL BRACING ELEMENTS:

A1

VERTICAL BRACE CONNECTIONS ARE INDICATED ON PLAN OR ELEVATION VIEW.

WHERE NO CONNECTION MARK NUMBER IS INDICATED ON PLAN OR ELEVATION,

THE CONNECTION SHALL

BE AS NOTED BY "STD" IN THE CONNECTION LISTS.

SUPERSTRUCTURE WALL ELEMENTS:

CTMD_ CONCRETE TOPPED METAL DECK.

PC_ PILE CAP

FOUNDATIONS ARE INDICATED ON FOUNDATION PLAN SHEETS.

W24X62 (ADDITIONAL NOTES)

[100] C=1"

TOTAL NUMBER OF SHEAR STUD CONNECTORS

(UNIFORM IF SINGLE NUMBER)

BEAM SIZE

CAMBER (NATURAL MILL CAMBER IF NOT SHOWN).

CAMBER SHALL BE PLACED UPWARD

TOP OF STEEL IF DIFFERENT FROM REFERENCE ELEVATION

FOR THE DRAWING. (+) SIGN INDICATES DISTANCE ABOVE.

(-) SIGN INDICATES DISTANCE BELOW REFERENCE ELEVATION

18LH02

NOMINAL DEPTH

(INCH)

JOIST TYPE

JOIST

28G_X_X

NOMINAL

DEPTH (INCH)

G INDICATES

JOIST GIRDER

JOIST

GIRDER

PROJECT

SPECIFIC

INDICATOR

STEEL JOIST DESIGNATION:

STEEL BEAM DESIGNATION:

STEEL BEAM CONNECTION ANNOTATION

(+/- 1'-0")

STEEL JOIST GIRDER DESIGNATION:

SEE S-616

FOR STEEL JOIST

GIRDER LOADING

REQUIREMENTS

SEE S-615

FOR STEEL JOIST

LOADING

REQUIREMENTS

MISCELLANEOUS STEEL CONNECTION ELEMENTS:

IF NO BEAM CONNECTION IS IDENTIFIED ON PLANS OR ELEVATIONS THEN THE FOLLOWING IS

APPLICABLE:

1. STEEL BEAM TO STEEL COLUMN:

2. STEEL BEAM TO STEEL BEAM:

NONE

DELEGATED CONNECTION DESIGN END SHEAR REACTION.

REACTIONS ARE [LRFD] [ASD] FACTORED REACTIONS UNO.

VALUE SHOWN IS FOR EXAMPLE ONLY, SEE PLANS FOR ACTUAL DEMAND.

55 k

MOMENT CONNECTION

PINNED CONNECTION

SUPPORTING/

SUPPORTED ELEMENT

(COLUMN, BEAM, WALL, ETC.)

TYP

P_

PEDESTAL

PEDESTALS ARE INDICATED ON FOUNDATION PLAN

SHEETS.

FSW_ FOUNDATION STEM WALL

FOUNDATIONS ARE INDICATED ON FOUNDATION PLAN

SHEETS.

DECK SPAN DIRECTION

SEE PLAN FOR INDICATION.

NOTES:

1. AN ASTERISK "*" INDICATES THE IDENTIFIED CONNECTION ON BOTH ENDS OF THE

MEMBER.

2. CALLOUTS ABOVE INCLUDING REACTIONS ARE FOR EXAMPLE ONLY. REFER TO

PLANS AND DETAILS FOR REQUIREMENTS.

FBW_

FOUNDATION BASEMENT WALL

FOUNDATIONS ARE INDICATED ON FOUNDATION PLAN

SHEETS.

CT_ CONCRETE TOPPING

STEPPED SURFACE

MATERIAL LEGEND (APPLICABLE TO STRUCTURAL SHEETS)

CAST-IN-PLACE

CONCRETE

BAR GRATINGEARTH

PRECAST

CONCRETE

CMU

NON-SHRINK

GROUT

STEEL IN

CROSS SECTION

ROCK

THE FOLLOWING SYMBOLS ARE USED TO REPRESENT THE MATERIALS SHOWN ON THE STRUCTURAL DRAWINGS.

REFER TO SPECIFICATIONS AND GENERAL NOTES FOR MATERIAL QUANTITIES REQUIRED

EXISTING

CONCRETE

GEOFOAM

TOPPING

CONCRETE

ABBREVIATIONS:

& AND

@ AT

AB ANCHOR BOLT

ACI AMERICAN CONCRETE

INSTITUTE

ADDNL ADDITIONAL

AISC AMERICAN INSTITUTE

OF STEEL CONSTRUCTION

AR ANCHOR ROD

AS ANCHOR SET

ASCE AMERICAN SOCIETY OF

CIVIL ENGINEERS

AGGR AGGREGATE

ARCH ARCHITECTURAL

ASSY ASSEMBLY

ASTM AMERICAN SOCIETY FOR

TESTING MATERIALS

AVG AVERAGE

BLDG BUILDING

BM BEAM, BENCH MARK

BOC BOTTOM OF CONCRETE

BOMD BOTTOM OF METAL DECK

BOPL BOTTOM OF PLATE

BOS BOTTOM OF STEEL

BOT BOTTOM

BRG BEARING

CEA CONCRETE EMBED ASSEMBLY

CIP CAST-IN-PLACE

CIRC CIRCULAR

CITB CONCRETE INVERTED T BEAM

CL CENTER LINE

CLB CONCRETE L BEAM

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CJ CONTRACTION JOINT OR

CONSTRUCTION JOINT

CONT CONTINUOUS, CONTROL

CONTD CONTINUED

COTR CONTRACTING OFFICER'S

TECHNICAL REPRESENTATIVE

CONV CONVENTIONAL

CRB CONCRETE RECTANGULAR BEAM

CTR CENTER

CU CUBIC

CU FT CUBIC FEET

CU YD CUBIC YARD

db REINFORCING BAR DIAMETER

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DL DEAD LOAD

DN DOWN

DT DOUBLE TEE

DWL DOWEL

DWG DRAWING

E EAST

EA EACH

EF EACH FACE

EL, ELEV ELEVATION

ELEC ELECTRICAL

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EXST EXISTING

EXP EXPANSION

EXP JT EXPANSION JOINT

EXT EXTERIOR

FD FLOOR DRAIN

FDN FOUNDATION

FF FINISH FLOOR ELEVATION

FIN FINISH

FJ FELT JOINT

FL FLOOR

FS FAR SIDE

FT FOOT, FEET

FTG FOOTING

FV FIELD VERIFY

GA GAGE

GALV GALVANIZED

GL GIRT LINE

GRTG GRATING

HGT HEIGHT

HK HOUSEKEEPING

HORIZ HORIZONTAL

HP HIGH POINT

HSS HOLLOW STRUCTURAL SECTION

IJ ISOLATION JOINT

IN INCH

INSUL INSULATION

INT INTERIOR

INV INVERT

JT JOINT

LB POUND

L LENGTH, LONG

Ld REINFORCING DEVELOPMENT

LENGTH, EMBEDMENT LENGTH

LP LOW POINT

LLBB LONG LEG BACK TO BACK

LLV LONG LEG VERTICAL

LSH LONG SLOTTED HOLE

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MTL METAL

N NORTH

NFS NON-FROST SUSCEPTIBLE

NO, # NUMBER

NTS NOT TO SCALE

NS NEAR SIDE

OC ON CENTER

OD OUTSIDE DIAMETER

OPNG OPENING

OPP OPPOSITE

PERP PERPENDICULAR

PL PLATE

PLCS PLACES

PLF POUNDS PER LINEAR FOOT

PROJ PROJECTION

PSF POUND FORCE PER SQUARE FOOT

PSI POUND FORCE PER SQUARE INCH

PVC POLYVINYL CHLORIDE

R RADIUS

RAF RAISED ACCESS FLOOR

RCSC RESEARCH COUNCIL ON

STRUCTURAL CONNECTIONS

RD ROOF DRAIN

RECT RECTANGULAR

REF REFERENCE

REINF REINFORCED OR REINFORCING

REQD REQUIRED

RGS RIGID GALVANIZED STEEL CONDUIT

RO ROUGH OPENING

S SOUTH

SDI STEEL DECK INSTITUTE

SECT SECTION

SHT, SH SHEET

SIM SIMILAR

SLV SHORT LEG VERTICAL

SOG SLAB ON GROUND

SPEC SPECIFICATION

SPCS SPACES

SPS STRUCTURAL PIPE SUPPORT

SQ SQUARE

SQ FT SQUARE FOOT

SS STAINLESS STEEL

SSH SHORT SLOTTED HOLE

SSPC SOCIETY FOR PROTECTIVE COATINGS

ST SINGLE TEE

STA STATION

STD STANDARD

STL STEEL

STR STRUCTURAL

T&B TOP AND BOTTOM

TC TOP OF CURB

TEMP TEMPERATURE

TFF TOP OF FINISH FLOOR

THK THICK

THRD THREAD

TD TIE DOWN

TO TOP OF

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOG TOP OF GRATING

TOPL TOP OF PLATE

TOS TOP OF STEEL

TOW TOP OF WALL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

UFC UNIFIED FACILITIES CRITERIA

VERT VERTICAL

W WEST

W/ WITH

W/O WITHOUT

WP WORK POINT

WT WEIGHT

WWF WELDED WIRE FABRIC

XFMR TRANSFORMER

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

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

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

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 F

A C

P A

C

IF

IC

M

A K

A L A

P A

H

A W

A

II

AS NOTED

F Y

P

R O

J E

C T

G D

S C

O M

M A

N D

C E

N T

E R

N A

V F

A C

P A

C

IF

IC

1764210

KYM

JC

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

BC

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

A N

D E

R S

E N

A

IR

F O

R C

E B

A S

E

AWK/DMK

/2

/2

:5 :3

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M

C R e v it \l o c a l_

\P

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14GI-S-010

G E

N E

R A

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A B

B R

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IA

T

IO

N

S

L E

G E

N D

KMOAOB ARK

G U

A M

G I-

S -0

100% DESIGN SUBMITTAL

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

P R

O J E

C T

S

IT

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C O

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A N

D C

E N

T E

R

A N

D E

R S

E N

A

IR

F O

R C

E B

A S

E G

U

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

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

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

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 F

A C

P A

C

IF

IC

M

A K

A L A

P A

H

A W

A

II

AS NOTED

F Y

P

R O

J E

C T

G D

S C

O M

M A

N D

C E

N T

E R

N A

V F

A C

P A

C

IF

IC

1764210

KYM

JC

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

BC

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

A N

D E

R S

E N

A

IR

F O

R C

E B

A S

E

AWK/DMK

/1

/2

:5 :5

P

M

C R e v it \l o c a l_

\P

P P

A

S k a m a ra d

.r v t

14PP-S-001

P O

W E

R P

LA

N

T

G E

N E

R A

L N

O T

E S

KMOAJT SBR

G U

A M

P P

-S -0

100% DESIGN SUBMITTAL

M. ENVIRONMENTAL SEVERITY CLASSIFICATION (ESC) IN ACCORDANCE WITH UFC 1-200-01: ESC C5 (VERY HIGH)

L. SEE 14GI-S-010 FOR STRUCTURAL ELEMENT, MEMBER, AND CONNECTION NOTATIONS.

K. BASE OF FOUNDATIONS AND CONCRETE PADS ON STRUCTURAL DRAWINGS ARE BASED OFF OF ELEVATIONS SHOWN ON CIVIL

DRAWINGS.

J. ALL SUBSTITUTIONS AND VARIATIONS MUST BE APPROVED BY THE GOVERNMENT.

I. CONSTRUCTION MATERIALS MUST BE SPREAD OUT IF PLACED ON FLOORS OR ROOF. LOAD MUST NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED

DESIGN STRENGTH.

H. NOTES AND DETAILS ON SHEETS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.

G. DIMENSIONS TAKE PRECEDENCE OVER SCALE SHOWN ON DRAWINGS.

F. COORDINATE ALL CONSTRUCTION ACTIVITIES WITH CONTRACTING OFFICER TO MINIMIZE DISRUPTION OF EXISTING FACILITIES.

E. SHOP DRAWINGS AND SUPPORTING DATA MUST BE SUBMITTED FOR APPROVAL IN ACCORDANCE WITH THE SUBMITTAL SECTION OF THE SPECIFICATIONS. NO FABRICATION MUST PROCEED BEFORE SHOP DRAWINGS AND REQUESTED SUBMITTALS

COVERING THAT WORK HAVE BEEN APPROVED.

D. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR MUST PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER MUST NOT

INCLUDE INSPECTION OF THE ABOVE STRUCTURAL MEMBERS.

C. DESIGN DRAWINGS SHOW THE INTENT OF REQUIRED CONSTRUCTION AND SPECIFIC CONSTRUCTION AS NEEDED TO FACILITATE CLEAR DETAILING. FOR SPECIFIC CONDITIONS NOT SHOWN, THE CONTRACTOR MUST PROVIDE DETAILS OF CONSTRUCTION SIMILAR TO THOSE SHOWN. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS PRIOR TO COMMENCING WORK. NOTIFY THE GOVERNMENT IN WRITING OF DISCREPANCIES OR CONTRADICTIONS ENCOUNTERED PRIOR

TO EXECUTING ANY AFFECTED CONSTRUCTION.

B. PENETRATIONS IN CONCRETE WALLS, SLABS, AND FOOTINGS ARE SHOWN FOR REFERENCE. SMALL BORE PIPING, CONDUIT, AND OTHER MISCELLANEOUS PENETRATIONS ARE NOT SHOWN. COORDINATE WITH ALL CONTRACT DRAWINGS TO VERIFY

PENETRATION LOCATIONS AND ASSOCIATED DETAILS.

A. BEFORE EXECUTING ANY WORK, THE CONTRACTOR MUST EXAMINE ACTUAL JOB CONDITIONS AND REPORT TO THE CONTRACTING OFFICER ANY ERROR, OMISSION, OR DISCREPANCY AFFECTING WORK. REFER TO ARCHITECTURAL, SITE, ELECTRICAL, MECHANICAL, AND VENDOR SUPPLIED DRAWINGS FOR INSERTS, SLEEVES, OPENINGS, EMBEDMENTS, PADS, CURBS, ATTACHMENTS, AND OTHER ITEMS NOT SHOWN HEREIN AFFECTING CONSTRUCTION.

GENERAL

TMS 402/602, BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR

MASONRY STRUCTURES

AISC 341, SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS 2016

AISC 370, SPECIFICATION FOR STRUCTURAL STAINLESS STEEL BUILDINGS 2021

AISC 360, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS 2016

AISC 325, MANUAL OF STEEL CONSTRUCTION 15TH

ACI 357.3R DESIGN AND CONSTRUCTION OF WATERFRONT AND COASTAL

CONCRETE MARINE STRUCTURES

ACI 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 2019

ACI 301, SPECIFICATIONS FOR CONCRETE CONSTRUCTION 2020

UFC 3-320-06A, CONCRETE FLOOR SLABS ON GRADE SUBJECTED TO

HEAVY LOADS

1 MARCH 2005

ASCE 7, MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR

BUILDINGS AND OTHER STRUCTURES

ASCE 7, MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR

BUILDINGS AND OTHER STRUCTURES

UFC 4-010-01, DoD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS

12 DECEMBER 2018

CHANGE 2, 30 JULY 2022

UFC 3-220-01, GEOTECHNICAL ENGINEERING

1 NOVEMBER 2012

CHANGE 1, 3 NOVEMBER 2021

UFC 3-301-01, STRUCTURAL ENGINEERING 11 APRIL 2023

FC 1-300-09N, NAVY AND MARINE CORPS DESIGN PROCEDURES

1 MAY 2014

CHANGE 6, 9 JULY 2021

MARIANAS NAVY AND MARINE CORPS DESIGN AND CONSTRUCTION

STANDARDS

SEPTEMBER 2017 WITH AMENDMENT 001 (22

OCTOBER 2019)

21 GCA REAL PROPERTY, CH. 67 THE BUILDING CODE OF GUAM 2017

GUAM AAFB ARCHITECTURAL BASE DESIGN STANDARDS FINAL MAY 2013

GUAM DEFENSE SYSTEM ENHANCED INTEGRATED AIR AND MISSILE

DEFENSE SYSTEM FACILITIES REQUIREMENTS DOCUMENT (FRD)

19 JAN 2024

ICC 500 ICC/NSSA STANDARD FOR THE DESIGN AND CONSTRUCTION OF

STORM SHELTERS

IBC (AS AMENDED BY UFC 1-200-01) 2021

UFC 1-200-01, DoD BUILDING CODE

1 SEPTEMBER 2022

CHANGE 2, 12 JUNE 2023

DESIGN CODES, STANDARDS, & REFERENCES

D. STRUCTURAL STEEL FRAMING AND STRUCTURAL STEEL CONNECTION SHOP DRAWINGS MUST BE THE RESPONSIBILITY

OF THE CONTRACTOR.

C. ANCHOR ROD SHOP DRAWINGS MUST BE THE RESPONSIBILITY OF THE CONTRACTOR.

B. CONCRETE REINFORCEMENT SHOP DRAWINGS MUST BE THE RESPONSIBILITY OF THE CONTRACTOR.

A. THE CONTRACTOR MUST EMPLOY OR RETAIN A REGISTERED PROFESSIONAL ENGINEER LICENSED IN A STATE WITHIN THE UNITED STATES AND/OR TERRITORY OF GUAM TO DESIGN AND DETAIL DELEGATED ITEMS TO MEET THE PERFORMANCE AND DESIGN CRITERIA ESTABLISHED AS PART OF THE BASE BUILDING STRUCTURE INDICATED IN THE

CONTRACT DOCUMENTS.

DELEGATED ITEMS

J. ALL EXISTING INFORMATION SHOWN IS REFERENCED FROM FIELD MEASUREMENTS AND MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO THE ALTERATION, FABRICATION, OR INSTALLATION OF ANY EXISTING OR NEW BUILDING COMPONENTS.

I. ALL OPENINGS IN EXISTING CONSTRUCTION MUST BE SAW CUT OR DRILLED.

H. ANY DAMAGE OCCURRING TO THE EXISTING STRUCTURE, ADJACENT STRUCTURES, STREETS, SIDEWALKS, UTILITY LINES OR ANY OTHER PUBLIC OR PRIVATE PROPERTY, MUST BE REINSTALLED TO THE ORIGINAL CONDITION BY THE CONTRACTOR AT NO COST

TO THE OWNER OR THE ENGINEER.

G. IF SAFETY OR INTEGRITY OF STRUCTURAL SYSTEM APPEARS TO BE COMPROMISED, CEASE OPERATIONS IMMEDIATELY AND NOTIFY THE OWNER AND THE ENGINEER. PROPERLY BRACE AND SUPPORT STRUCTURE BEFORE RESUMING OPERATIONS.

F. STORE AND PROTECT ALL MATERIAL TO BE REMOVED AND REUSED.

E. PROVIDE AND MAINTAIN BRACING AND SHORING AS NEEDED. KEEP SUPPORTING STRUCTURE IN PLACE DURING NEW

CONSTRUCTION AND UNTIL NEW STRUCTURE IS COMPLETED.

D. BEFORE UNDERTAKING ANY DEMOLITION WORK OR ORDERING MATERIAL ASCERTAIN BY SURVEY THE EXISTING CONDITIONS OF THE PROPERTIES AND BUILDINGS ADJOINING OR IN CLOSE PROXIMITY TO THE PREMISES. THE ARCHITECT MUST BE NOTIFIED OF

ANY DISCREPANCY.

C. CONTRACTOR MUST BE SOLELY RESPONSIBLE FOR THE PROTECTION AND STABILITY OF EXISTING STRUCTURES AND UTILITIES

DURING CONSTRUCTION.

B. CONTRACTOR MUST RETAIN, AT THEIR EXPENSE, A REGISTERED PROFESSIONAL ENGINEER LICENSED IN A STATE WITHIN THE UNITED STATES AND/OR TERRITORY OF GUAM, TO DETERMINE ALL CONSTRUCTION PHASE SHORING REQUIREMENTS.

CONTRACTOR MUST SUBMIT TO THE OWNER AND THE ENGINEER OF RECORD, SIGNED AND SEALED DRAWINGS, OUTLINING OPERATIONAL SEQUENCES, SHORING CONCEPTUAL PLANS, METHODS USED FOR THE PROTECTION OF STRUCTURES TO REMAIN

AND NEIGHBORING STRUCTURES.

A. THE CONTRACTOR MUST NOTIFY ALL LOCAL AGENCIES HAVING JURISDICTION, AND MUST OBTAIN ALL NECESSARY PERMITS REQUIRED FOR THE DEMOLITION AND REMOVAL OF THE DEBRIS RESULTING FROM THE DEMOLITION.

DEMOLITION

B. SEE SPECIFICATION SECTION 01 45 35.00 14 SPECIAL INSPECTION FOR STATEMENT AND SCHEDULE OF SPECIAL

INSPECTION FOR FURTHER CLARIFICATION OF RESPONSIBILITIES.

A. IBC CODE REQUIRED SPECIAL INSPECTIONS AND TESTS MUST BE CONDUCTED BY APPROVED AGENCIES EMPLOYED BY THE PRIME CONTRACTOR IN ACCORDANCE WITH IBC CHAPTER 17 AS MODIFIED BY UFC 3-301-01 AND UFC 1-200-01.

SPECIAL INSPECTIONS

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FIRE PROTECTION

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

BC

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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100% DESIGN SUBMITTAL

ADDITIONAL DRIFT PERFORMANCE REQUIREMENTS

ELASTIC DRIFT LIMIT 0.5% FOR SERVICE

LEVEL EARTHQUAKE

NA NA NA

IMPOSED 0.00% 0.00% 0.00% 0.00%

REQUIREMENT ASCE 7 TABLE 12.12-1 2.00% NA NA NA

ALLOWABLE STORY DRIFT

DEFLECTION AMPLIFICATION FACTOR, Cd ASCE 7 4.00 NA 2.50 2.50

OVERSTRENGTH FACTOR(S), Ω0 ASCE 7 2.50 2.00 2.00 2.00

REDUNDANCY FACTOR, ρ ASCE 7 12.3.4 1.3 1.3 1.0 1.0

DESIGN BASE SHEAR(S), V KIP 1007 110 84 7.2 KIP/FT

SEISMIC RESPONSE COEFFICIENT(S), Cs 0.653 NA 0.123 2.072

RESPONSE MODIFICATION FACTOR(S), R 4.00 2.50 3.00 1.25

SEISMIC FORCE RESISTING SYSTEM(S)

TABLE 12.2-1: A. BEARING WALL SYSTEMS

- INTERMEDIATE PRECAST SHEAR WALLS

(WALLS ON GRIDS 1 & 2)

TABLE 13.6-1: MECHANICAL AND

ELECTRICAL COMPONENTS -

GENERATORS, BATTERIES, INVERTERS,

MOTORS, TRANSFORMERS, AND OTHER

ELECTRICAL COMPONENTS

CONSTRUCTED OF

HIGH-DEFORMABILITY MATERIALS

TABLE 15.4-2: HORIZONTAL,

SADDLE-SUPPORTED WELDED

STEEL VESSELS

TABLE 15.4-2:

GROUND-SUPPORTED

CANTILEVER WALLS OR FENCES

E3. SEISMIC - PLAN NORTH / SOUTH DIRECTION

ADDITIONAL DRIFT PERFORMANCE REQUIREMENTS

ELASTIC DRIFT LIMIT 0.5% FOR SERVICE

LEVEL EARTHQUAKE

NA NA NA

IMPOSED 0.00% 0.00% 0.00% 0.00%

REQUIREMENT ASCE 7 TABLE 12.12-1 2.00% NA NA NA

ALLOWABLE STORY DRIFT

DEFLECTION AMPLIFICATION FACTOR, Cd ASCE 7 4.00 NA 2.50 2.50

OVERSTRENGTH FACTOR(S), Ω0 ASCE 7 2.50 2.00 2.00 2.00

REDUNDANCY FACTOR, ρ ASCE 7 12.3.4 1.3 1.3 1.0 1.0

DESIGN BASE SHEAR(S), V KIP 1007 110 84 7.2 KIP/FT

SEISMIC RESPONSE COEFFICIENT(S), Cs 0.653 NA 0.123 2.072

RESPONSE MODIFICATION FACTOR(S), R 4.00 2.50 3.00 1.25

SEISMIC FORCE RESISTING SYSTEM(S)

REFERENCED ASCE 7 TABLE TO THE

RIGHT IS USED FOR DETERMINING

RESPONSE MODIFICATION,

OVERSTRENGTH, DEFLECTION

AMPLIFICATION FACTORS BELOW

TABLE 12.2-1: A. BEARING WALL SYSTEMS

- INTERMEDIATE PRECAST SHEAR WALLS

(WALLS ON GRIDS A, B, & C)

TABLE 13.6-1: MECHANICAL AND

ELECTRICAL COMPONENTS -

GENERATORS, BATTERIES, INVERTERS,

MOTORS, TRANSFORMERS, AND OTHER

ELECTRICAL COMPONENTS

CONSTRUCTED OF

HIGH-DEFORMABILITY MATERIALS

TABLE 15.4-2: HORIZONTAL,

SADDLE-SUPPORTED WELDED

STEEL VESSELS

TABLE 15.4-2:

GROUND-SUPPORTED

CANTILEVER WALLS OR FENCES

E2. SEISMIC - PLAN EAST / WEST DIRECTION

SERVICE LEVEL EARTHQUAKE (SLE):

AISC DESIGN

GUIDE 3, 2ND ED.

72 YEAR RETURN PERIOD 50% CHANCE

OF EXCCEDENCE IN 50 YEAR PERIOD

72 YEAR RETURN PERIOD 50% CHANCE

OF EXCCEDENCE IN 50 YEAR PERIOD

72 YEAR RETURN PERIOD 50%

CHANCE OF EXCCEDENCE IN 50

YEAR PERIOD

72 YEAR RETURN PERIOD 50%

CHANCE OF EXCCEDENCE IN 50

YEAR PERIOD

ANALYSIS PROCEDURE ASCE 7 12.6 ELF ELF ELF ELF

SNOW LOAD INCLUDED IN SEISMIC MASS ASCE 7 12.7.2 PSF NA NA NA NA

SEISMIC DESIGN CATEGORY ASCE 7 Table 11.6-1 and 11.6-2 D D D D

E. SEISMIC - GENERAL

BASE SHEAR KIP 274 145 42 2.2 KIP/FT

SEE 600 SHEET SERIES FOR COMPONENT & CLADDING PRESSURES NA NA NA NA

MAXIMUM ALLOWANCE IMPOSED

AISC DESIGN

GUIDE 3, 2ND ED.

CHAPTER 1, 4 NA NA NA NA

MAXIMUM ALLOWED (FOR 10 YEAR WIND EVENT) UFC 3-301-01 2-4.2 H/480 NA NA NA

ALLOWABLE STORY DRIFT

SERVICEABILITY WIND SPEED MINIMUM MPH 110 110 110 110

SERVICEABILITY WIND MRI MINIMUM YEARS 10 10 10 10

INTERNAL PRESSURE CLASSIFICATION (AND COEFFICIENT +/- AS

APPLICABLE)

ENCLOSED(0.18) NA NA NA

TOPOGRAPHIC FACTOR ASCE 7 CHAPTER 26 1.01 1.01 1.01 1.01

EXPOSURE CATEGORY ASCE 7 CHAPTER 26 C C C C

TERRAIN CATEGORY ASCE 7 CHAPTER 26 C C C C

NOMINAL DESIGN WIND SPEED, Vasd MPH 182 182 170 151

BASIC WIND SPEED (3 SEC GUST), Vult MPH 235 235 220 195

WIND DESIGN CRITERIA ICC 500 WIND SPEED ICC 500 WIND SPEED IV II

D. WIND ASCE 7 CHAPTER 26

(INCLUDES MIN LOW SLOPE SNOW, Pm WHEN APPLICABLE)

FLAT ROOF SNOW LOAD, Pf PSF N/A N/A N/A N/A

THERMAL FACTOR, Ct N/A N/A N/A N/A

SNOW EXPOSURE FACTOR, Ce N/A N/A N/A N/A

C. SNOW ASCE 7 CHAPTER 7

ICE NA NA NA NA

SEISMIC 1.50 1.50 1.50 1.00

WIND - - - -

SNOW NA NA NA NA

B. RISK CATEGORY & IMPORTANCE FACTORS UFC 3-301-01 TABLE 2-2 IV IV IV II

A. STRUCTURE(S) SOURCE

U N

IT

S

U N

O SWITCHGEAR BUILDING

(SEE S-101)

GENERATOR ENCLOSURE

(SEE S-101)

FUEL TANKS

(SEE S-101)

BALLISTIC WALL

(SEE S-101)

THE INFORMATION IN THIS SECTION PROVIDE BUILDING SPECIFIC ENVIRONMENTAL LOAD AND PERFORMANCE CRITERIA WHICH IS A FUNCTION OF RISK CATEGORY, SEISMIC DESIGN CATEGORY, AND OTHER BUILDING CHARACTERISTICS. SEE "DESIGN LOADS AND CRITERIA - GENERAL ENVIRONMENTAL LOAD DATA" FOR GENERIC ENVIRONMENTAL LOADING DATA SPECIFIC TO THE PROJECT

LOCATION.

DESIGN LOADS & CRITERIA - STRUCTURE SPECIFIC ENVIRONMENTAL LOAD DATA

B. PROGRESSIVE COLLAPSE (UFC 4-010-01 STANDARD 6) - NOT APPLICABLE

FUEL TRANSFER STATION LOW OCCUPANCY BUILDINGS

a. POWER PLANT LOW OCCUPANCY BUILDINGS

STRUCTURES: SECTION 1-6

2. EXCEPTION(S) PER UFC 4-010-01 (SECTION 1-6)

1. UFC 4-010-01 STANDARDS APPLY TO ALL DoD COMPONENTS, TO ALL DoD INHABITED BUILDINGS AND HIGH OCCUPANCY FAMILY HOUSING, TO ALL INHABITED TENANT BUILDINGS ON DoD INSTALLATIONS, AND TO ALL DoD EXPEDITIONARY STRUCTURES. EXCEPTIONS ARE PROVIDED (IF APPLICABLE) IN THE FOLLOWING NOTE.

A. UFC 4-010-01 APPLICABILITY (SECTION 1-5)

DESIGN LOADS AND CRITERIA - ATFP

1. SITE SPECIFIC SEISMIC HAZARD ANALYSIS BY AECOM WILL BE UTILIZED WHEN IT IS FINALIZED.

NOTES:

PEAK VERTICAL RESPONSE, SV 2.230 g Preliminary Values SPECTRAL RESPONSE ACCELERATION, SM1 0.770 g Preliminary Values SPECTRAL RESPONSE ACCELERATION, SMS 2.610 g Preliminary Values

SITE SPECIFIC MCER RESPONSE SPECTRA

D. SEISMIC SITE SPECIFIC STUDY Preliminary Values

DESIGN SPECTRAL RESPONSE ACCELERATION, Sd1 0.636 g DESIGN SPECTRAL RESPONSE ACCELERATION, Sds 2.233 g SITE CLASS C Geotech Report

LONG-PERIOD TRANSITION PERIOD, TL 12 SEC ASCE 7 Fig. 22-14 THROUGH Fig. 22-17 MAPPED SPECTRAL RESPONSE ACCELERATION, S1 0.681 g UFC 3-301-01 2-4.7 MAPPED SPECTRAL RESPONSE ACCELERATION, Ss 2.791 g UFC 3-301-01 2-4.7

C. SEISMIC MAPPED PARAMETERS (RC I, II, III, IV)

TOPOGRAPHIC FACTOR STR SPECIFIC ASCE 7 26.8.2

EXPOSURE CATEGORY STR SPECIFIC ASCE 7 26.7.3

10 110 MPH

25 132 MPH

50 146 MPH

100 163 MPH

MRI

ADDITIONAL WIND SPEEDS FOR SERVICEABILITY

ICC 500 WIND SPEED 235 MPH

V 10000 250 MPH

IV 3000 220 MPH

III 1700 210 MPH

II 700 195 MPH

I 300 180 MPH

LIFE SAFETY 195 MPH

DESIGN LEVEL

BASIC WIND SPEED, V UFC 3-301-01 2-4.6

B. WIND

*NOTE: "P" INDICATES PERMAFROST

REQUIRED DESIGN FOOTING DEPTH DUE TO FROST* NA IN UFC 3-301-01 B-2.3, FIGURE B-1

FROST LINE DEPTH (FROST PENETRATION)* NA IN UFC 3-301-01 2-6.2

TERRAIN CATEGORY STR SPECIFIC ASCE 7 26.7.2

GROUND SNOW LOAD, Pg 0 PSF UFC 3-301-01 2-4.5

A. SNOW & FROST PENETRATION - NOT APPLICABLE

VALUE UNITS SOURCE PROVISION/SECTION

THE CRITERIA IN THIS SECTION REPRESENT GENERAL ENVIRONMENTAL LOADING DATA SPECIFIC TO THE PROJECT SITE AND DO NOT LIST BUILDING SPECIFIC CRITERA. BUILDING SPECIFIC CRITERIA IS A FUNCTION OF RISK CATEGORY, SEISMIC DESIGN CATEGORY, AND OTHER BUILDING CHARACTERISTICS. SEE "DESIGN LOADS & CRITERIA - STRUCTURE SPECIFIC ENVIRONMENTAL LOAD DATA" FOR

BUILDING SPECIFIC ENVIRONMENTAL LOAD AND PERFORMANCE CRITERIA.

DESIGN LOADS AND CRITERIA - GENERAL ENVIRONMENTAL LOAD DATA

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

BC

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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100% DESIGN SUBMITTAL

UNIFORM LOAD 200 PSF

BALLISTIC WALL FOUNDATION

UNIFORM LOAD 200 PSF

FUEL TANKS FOUNDATION

UNIFORM LOAD 200 PSF

GENERATOR ENCLOSURE FOUNDATION

UNIFORM LOAD 200 PSF

SWITCHGEAR BUILDING FLOOR

B. LIVE

FOOTING OVERBURDEN SOIL WEIGHT, 3.5 FT THICK 427 PSF

STEM WALL WEIGHT, 24" THICK, 5.83' HEIGHT 1.75 KIP/FT

PRECAST WALL WEIGHT, 14" THICK, 19.17' HEIGHT 3.35 KIP/FT

BALLISTIC WALL

FUEL WEIGHT 7.2 LB/GAL

TANK WEIGHT, 30,000 GALLON, EMPTY (ASSUMED) 66 KIP

FUEL TANKS

1.825 MW PRIME POWER GENERATOR ENCLOSURE (ASSUMED) 140 KIP

GENERATOR ENCLOSURE

FOOTING OVERBURDEN SOIL WEIGHT, 3.5 FT THICK 427 PSF

INTERIOR CMU WALLS, 8" THICK, FULLY GROUTED 92 PSF

PRECAST CONCRETE WALLS, 12" THICK 150 PSF

PRECAST CONCRETE DOUBLE TEE, 8DT24 418 LB/FT

MEP LOADS ON ROOF 20 PSF

SPRAY-ON INSULATION, 8" THICK 5.5 PSF

WEIGHT APPLIED TO UNDERSIDE OF DOUBLE TEE ROOF MEMBERS

ROOF SLAB, 6" THICK 75 PSF

OTHER 2 PSF

EDPM 0.5 PSF

WEIGHT OF ROOF MATERIALS

SWITCHGEAR BUILDING

A. DEAD

ALL STRUCTURES UNO

DESIGN LOADS AND CRITERIA - GRAVITY LOADING, SERVICEABILITY, AND OTHER

PERFORMANCE CRITERIA

I. GROUND WATER ELEVATION - NOT ENCOUNTERED WITH 100' BORING >100 FT

H. FOOTINGS MUST BE PLACED ACCORDING TO DEPTHS SHOWN ON THE DRAWINGS.

G. ALL ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION MUST BE REMOVED.

F. FOOTING BACK FILL AND UTILITY TRENCH BACK FILL WITHIN BUILDING AREA MUST BE MECHANICALLY COMPACTED IN LAYERS.

FLOODING WILL NOT BE PERMITTED.

E. CONTRACTOR MUST PROVIDE FOR PROPER DE-WATERING OF EXCAVATIONS FROM SURFACE WATER, GROUND WATER, SEEPAGE, ETC.

D. REINFORCEMENT MUST BE PLACED IN SLABS-ON-GRADE AS SHOWN IN STANDARD DETAIL, UNO.

C. ALL FILL PLACED UNDER BUILDING SLABS MUST BE ENGINEERED STRUCTURAL FILL AND BE COMPACTED TO NOT LESS THAN 95

PERCENT MAXIMUM DENSITY.

B. A REGISTERED GEOTECHNICAL ENGINEER MUST INSPECT BEARING MATERIALS BEFORE CONCRETE IS PLACED. BACKFILL AGAINST ANY WALLS OR CONSTRUCTION MUST NOT BE PLACED UNLESS THE WALLS ARE ADEQUATELY BRACED TO WITHSTAND THE LOADS DUE TO BACKFILLING OPERATION. FOUNDATION CONSTRUCTION MUST BE ADJUSTED BY THE STRUCTURAL

ENGINEER IF REQUIRED BY THE INSPECTING GEOTECHNICAL ENGINEER.

2. DEEP FOUNDATION SYSTEM: NOT USED

1. ISOLATED SPREAD FOOTINGS ALLOWABLE BEARING 4200 PSF

A. GEOTECHNICAL REPORT: GEOTECHNICAL RECOMMENDATIONS FOR FLEMING HEIGHTS SITE (DOG 14 SITE) DATED 16-DEC-2023

FOUNDATIONS

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

BC

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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-S -0

100% DESIGN SUBMITTAL

W. ANY VERTICAL OR HORIZONTAL REINFORCING WHICH REQUIRES CUTTING DUE TO INTERFERENCE WITH A BOXOUT MUST BE REPLACED WITH AN EQUAL AREA OF STEEL REINFORCING. REPLACEMENT REINFORCING MUST BE PLACED PARALLEL TO ORIGINAL REINFORCING AND SYMMETRICALLY AROUND BOXOUT. THE REPLACEMENT

REINFORCING MUST EXTEND A CLASS A SPLICE LENGTH PAST THE BOXOUT.

V. DETAILS OF REINFORCEMENT FABRICATION MUST CONFORM TO ACI 301.

U. ALL REINFORCING BARS MUST BE EQUALLY SPACED UNLESS NOTED OTHERWISE. SPACING OF REINFORCEMENT IS NOMINAL AND MAY BE ADJUSTED AS NECESSARY TO AVOID INTERFERENCE WITH EMBEDMENTS. IF INTERFERENCES REQUIRE THE CUTTING OF REINFORCEMENT, ADDITIONAL REINFORCEMENT MUST BE ADDED TO MAINTAIN

THE QUANTITIES SHOWN ON THE DRAWINGS.

T. A 3” SEPARATION MUST BE MAINTAINED BETWEEN ALL METALLIC PIPING AND ALL OTHER METALS INCLUDING BUT NOT LIMTED TO THE GROUNDING SYSTEM.

S. ALL EXPANSION JOINT MATERIAL MUST BE 1/2” WIDE UNLESS NOTED OTHERWISE.

R. ALL SLAB DEPTH CHANGES MUST HAVE A ONE TO ONE SLOPE UNLESS NOTED OTHERWISE.

Q. ALL CONCRETE IS REINFORCED CONCRETE UNLESS SPECIFICALLY CALLED OUT AS UNREINFORCED. WHERE CONCRETE DETAILING DOES NOT PROVIDE REINFORCING AND IT IS NOT SPECIFICALLY INDICATED AS UNREINFORCED, REQUEST SPECIFIC DETAILING FROM GOVERNMENT.

P. REFER TO CONCRETE SPECIFICATION FOR CONCRETE FINISH REQUIREMENTS.

O. PROVIDE ADDITIONAL #4 BARS AT RE-ENTRANT CORNERS AND AT THE ENDS OF DISCONTINUOUS JOINTS PER THE TYPICAL DETAILS ON DRAWING S-502.

N. SOG CONTRACTION JOINTS MUST BE PLACED WITHIN 8 HOURS OF PLACING CONCRETE.