Pkg_3_Dormitory_-_Drawings_18_Jun_18.pdf

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JORDAN

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UD 2.4 - PACKAGE 3

JR-4632435 - SITE DESIGN 5 - DORMITORY

JR-463243A - DORMITORY

US Army Corps of Engineers ®

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GENERAL

SHT. REF.

NO. FILE NO

REVISIONS

TITLEREV. NO. AM/COP NO.

GENERAL

G-000 JR-463243-GI000GN COVER SHEET

G-011 JR-463243-GI011GN INDEX OF DRAWINGS

G-012 JR-463243-GI012GN INDEX OF DRAWINGS

G-021 JR-463243-GI021GN STANDARD LEGENDS AND SYMBOLOGY

G-031 JR-463243-GI031GN STANDARD ABBREVIATIONS

INDEX OF DRAWINGS

JR-4632431 - SITE DESIGN 1 NOT IN CONTRACT (N.I.C.)

JR-463243A - DORMITORY PAGE 1

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NO. FILE NO

REVISIONS

TITLEREV. NO. AM/COP NO.

INTERIORS

I-101 JR-463243A-IF101PN COMPREHENSIVE GROUND FLOOR FURNITURE PLAN

I-102 JR-463243A-IF102PN COMPREHENSIVE 1ST FLOOR FURNITURE PLAN

I-103 JR-463243A-IF109PN COMPREHENSIVE FLOOR PATTERN PLAN- GROUND

FLOOR

I-104 JR-463243A-IF110PN COMPREHENSIVE FLOOR PATTERN PLAN- 1ST

FLOOR

I-401 JR-463243A-IF103PN ENLARGED LAUNDRY ROOM AND BEDROOM FLOOR

PLAN

I-402 JR-463243A-IF104PN ENLARGED LOUNGE ROOM FURNITURE PLAN

I-403 JR-463243A-IF403PN LONGE ROOM TYPICAL FLOOR PATTERN PLAN

I-404 JR-463243A-IF404PN TYPICAL FLOOR PATTERN PLAN

I-405 JR-463243A-IF405PN TYPICAL FLOOR PATTERN PLAN CONTD.

I-501 JR-463243A-IF501DT INTERIOR BATHROOM WALL FINISH DETAILS

I-601 JR-463243A-IF601SC INTERIOR FINISH LEGEND

I-602 JR-463243A-IF602SC GROUND FLOOR FINISH-ROOM SCHEDULE

I-603 JR-463243A-IF603SC 1ST FLOOR FINISH-ROOM SCHEDULE

FIRE PROTECTION

F-001 JR-463243A-F001GN FIRE ALARM SYMBOLS, GENERAL NOTES, AND

DETAILS

F-002 JR-463243A-F002GN FIRE ALARM/MNS-SEQUENCE OF OPERATIONS

F-101 JR-463243A-F101PN GROUND FLOOR FIRE PROTECTION PLAN - AREA A

F-102 JR-463243A-F102PN GROUND FLOOR FIRE PROTECTION PLAN - AREA B

F-103 JR-463243A-F103PN GROUND FLOOR FIRE PROTECTION PLAN - AREA C

F-104 JR-463243A-F104PN GROUND FLOOR FIRE DETECTION PLAN - AREA A

F-105 JR-463243A-F105PN GROUND FLOOR FIRE DETECTION PLAN - AREA B

F-106 JR-463243A-F106PN GROUND FLOOR FIRE DETECTION PLAN - AREA C

F-107 JR-463243A-F107PN GROUND FLOOR SPRINKLER COVERAGE PLAN

F-108 JR-463243A-F108PN FIRST FLOOR FIRE PROTECTION PLAN - AREA A

F-109 JR-463243A-F109PN FIRST FLOOR FIRE PROTECTION PLAN - AREA B

F-110 JR-463243A-F110PN FIRST FLOOR FIRE PROTECTION PLAN - AREA C

F-111 JR-463243A-F111PN FIRST FLOOR FIRE DETECTION PLAN - AREA A

F-112 JR-463243A-F112PN FIRST FLOOR FIRE DETECTION PLAN - AREA B

F-113 JR-463243A-F113PN FIRST FLOOR FIRE DETECTION PLAN - AREA C

F-114 JR-463243A-F114PN FIRST FLOOR SPRINKLER COVERAGE PLAN

F-501 JR-463243A-F501DT FIRE ALARM/MNS DETAILS

F-601 JR-463243A-F601DI FIRE ALARM/MNS-RISER DIAGRAM

F-603 JR-463243A-F602DT FIRE PROTECTION DETAILS

PLUMBING

P-001 JR-463243A-P001GN GENERAL NOTES, ABBREVIATIONS AND SYMBOLS

P-101 JR-463243A-P101PN GROUND FLOOR DOMESTIC WATER PLAN - AREA A

P-102 JR-463243A-P102PN GROUND FLOOR DOMESTIC WATER PLAN - AREA B

P-103 JR-463243A-P103PN GROUND FLOOR DOMESTIC WATER PLAN - AREA C

P-104 JR-463243A-P104PN GROUND FLOOR WASTE AND VENT PLAN - AREA A

P-105 JR-463243A-P105PN GROUND FLOOR WASTE AND VENT PLAN - AREA B

P-106 JR-463243A-P106PN GROUND FLOOR WASTE AND VENT PLAN - AREA C

P-107 JR-463243A-P107PN 1ST FLOOR DOMESTIC WATER PLAN - AREA A

P-108 JR-463243A-P108PN 1ST FLOOR DOMESTIC WATER PLAN - AREA B

P-109 JR-463243A-P109PN 1ST FLOOR DOMESTIC WATER PLAN - AREA C

P-110 JR-463243A-P110PN 1ST FLOOR WASTE AND VENT PLAN - AREA A

P-111 JR-463243A-P111PN 1ST FLOOR WASTE AND VENT PLAN - AREA B

P-112 JR-463243A-P112PN 1ST FLOOR WASTE AND VENT PLAN - AREA C

P-401 JR-463243A-P401PN GF MECHANICAL/LAUNDRY ROOM DOMESTIC WATER

P-402 JR-463243A-P402PN GF TYPICAL ENLARGED PLANS

P-403 JR-463243A-P403LS GF TYPICAL ENLARGED PLANS

P-404 JR-463243A-P404LS ENLARGED 1ST FLOOR PLANS

P-405 JR-463243A-P405LS ENLARGED 1ST FLOOR PLANS

P-406 JR-463243A-P406LS ENLARGED 1ST FLOOR PLANS

P-501 JR-463243A-P501DT PLUMBING DETAILS

P-502 JR-463243A-P501DT PLUMBING DETAILS

P-601 JR-463243A-P601SC PLUMBING SCHEDULES

P-901 JR-463243A-P901PN DOMESTIC WATER ISOMETRIC

P-903 JR-463243A-P903PN TYPICAL SUITE ENLARGED DOMESTIC WATER

ISOMETRIC

P-904 JR-463243A-P904PN ENLARGED WASTE AND VENT ISOMETRIC

JR-463243A - DORMITORY PAGE 1

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ARCHITECTURE

A-000 JR-463243A-A000DT RENDERINGS

A-001 JR-463243A-A001PN GROUND FLOOR LIFE SAFETY PLAN

A-002 JR-463243A-A002PN 1ST FLOOR LIFE SAFETY PLAN

A-003 JR-463243A-A003PN GROUND FLOOR SIGNAGE PLAN

A-004 JR-463243A-A004PN 1ST FLOOR SIGNAGE PLAN

A-101 JR-463243A-A101PN OVERALL GROUND FLOOR

A-102 JR-463243A-A102PN OVERALL 1ST FLOOR

A-103 JR-463243A-A103PN OVERALL ROOF

A-105 JR-463243A-A105PN GROUND FLOOR AREA A

A-106 JR-463243A-A106PN GROUND FLOOR AREA B

A-107 JR-463243A-A107PN GROUND FLOOR AREA C

A-108 JR-463243A-A108PN 1ST FLOOR AREA A

A-109 JR-463243A-A109PN 1ST FLOOR AREA B

A-110 JR-463243A-A110PN 1ST FLOOR AREA C

A-111 JR-463243A-A111PN GROUND FLOOR REFLECTED CEILING PLAN AREA A

A-112 JR-463243A-A112PN GROUND FLOOR REFLECTED CEILING PLAN AREA B

A-113 JR-463243A-A113PN GROUND FLOOR REFLECTED CEILING PLAN AREA C

A-114 JR-463243A-A114PN 1ST FLOOR REFLECTED CEILING PLAN AREA A

A-115 JR-463243A-A115PN 1ST FLOOR REFLECTED CEILING PLAN AREA B

A-116 JR-463243A-A116PN 1ST FLOOR REFLECTED CEILING PLAN AREA C

A-201 JR-463243A-A201EL OVERALL ELEVATIONS

A-202 JR-463243A-A202EL ELEVATIONS 1&2

A-203 JR-463243A-A203EL ELEVATIONS 3&4

A-301 JR-463243A-A301SE OVERALL BUILDING SECTIONS

A-302 JR-463243A-A302SE BUILDING SECTIONS

A-303 JR-463243A-A303SE WALL SECTIONS

A-401 JR-463243A-A401PN TYPICAL SUITE LAYOUT

A-402 JR-463243A-A402DT ENLARGED STAIR 1 PLANS & SECTION

A-403 JR-463243A-A403DT ENLARGED STAIR 2 PLANS AND SECTION

A-404 JR-463243A-A404DT ENLARGED STAIR 3 PLANS AND SECTION

A-501 JR-463243A-A501DT PARTITION TYPES

A-502 JR-463243A-A502DT WALL DETAILS

A-503 JR-463243A-A503DT ROOF DETAILS

A-504 JR-463243A-A504DT DOOR & WINDOW DETAILS

A-505 JR-463243A-A505DT FINISH DETAILS

A-506 JR-463243A-A506DT CEILING DETAILS

A-508 JR-463243A-A508DT STAIR DETAILS

A-509 JR-463243A-A509DT ACCESS LADDER DETAILS

A-510 JR-463243A-A509DT CASEWORK DETAILS

A-511 JR-463243A-A510DT FIXTURE HEIGHTS

A-601 JR-463243A-A601DT DOORS AND WINDOW TYPES AND SCHEDULES

A-602 JR-463243A-A602SC DOOR SCHEDULE

A-603 JR-463243A-A603SC DOOR SCHEDULE CONTD.

JR-463243A - DORMITORY PAGE 1

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TITLEREV. NO. AM/COP NO.

GENERAL

G-001 JR-463243A-G001GN COVER SHEET

STRUCTURAL

S-001 JR-463243A-S001GN GENERAL NOTES

S-002 JR-463243A-S002GN CONCRETE NOTES

S-003 JR-463243A-S003GN MASONRY NOTES

S-101 JR-463243A-S101PN FOUNDATION PLAN

S-102 JR-463243A-S102PN 1ST FLOOR FRAMING PLAN

S-103 JR-463243A-S103PN ROOF FRAMING PLAN

S-301 JR-463243A-S301SE FOUNDATION SECTIONS

S-302 JR-463243A-S302SE FRAMING SECTIONS

S-501 JR-463243A-S501DT TYPICAL DETAILS

S-502 JR-463243A-S502DT TYPICAL DETAILS

S-503 JR-463243A-S503DT TYPICAL DETAILS

S-601 JR-463243A-S601SC SCHEDULES

S-602 JR-463243A-S602SC SCHEDULES

JR-4632432 - SITE DESIGN 2 NOT IN CONTRACT (N.I.C.)

JR-4632433 - SITE DESIGN 3 NOT IN CONTRACT (N.I.C.)

JR-4632434 - SITE DESIGN 4 NOT IN CONTRACT (N.I.C.)

JR-4632435 - SITE DESIGN 5

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TITLEREV. NO. AM/COP NO.

GEOTECNICAL

B-101 JR-463243-5-B-101PN PLATE LOAD TESTING PLAN

CIVIL

C-001 JR-463243-5-CS001GN OVERALL PACKAGE 3 LOCATION PLAN - SITE 5

C-111 JR-463243-5-CS111PN SITE & UTILITY PLAN - DORMITORY

C-501 JR-463243-5-CU501DT WATER UTILITIES VALVE BOX

C-502 JR-463243-5-CS502DT POST INDICATOR VALVE

C-503 JR-463243-5-CU503DT SANITARY SEWER CONNECTIONS

C-504 JR-463243-5-CU504DT STORM SEWER YARD DRAINS

C-505 JR-463243-5-CS505DT SIDEWALK DETAILS

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INDEX OF DRAWINGS

JR-463243A - DORMITORY PAGE 2

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TELECOMMUNICATIONS

T-001 JR-463243A-TC001DT TELECOM STANDARDS LEGEND

T-101 JR-463243A-TC102PN GROUND FLOOR TELECOMMUNICATION FLOOR PLAN

T-102 JR-463243A-TC104PN TELECOMMUNICATIONS GROUND FLOOR PLAN -

ZONE 1

T-103 JR-463243A-TC105PN TELECOMMUNICATIONS GROUND FLOOR PLAN -

ZONE 2

T-104 JR-463243A-TC103PN TELECOMMUNICATIONS GROUND FLOOR CABLE

TRAY PLAN

T-111 JR-463243A-TC112PN 1ST FLOOR TELECOMMUNICATION FLOOR PLAN

T-112 JR-463243A-TC114PN TELECOMMUNICATIONS 1ST FLOOR PLAN - ZONE 1

T-113 JR-463243A-TC115PN TELECOMMUNICATIONS 1ST FLOOR PLAN - ZONE 2

T-114 JR-463243A-TC113PN TELECOMMUNICATIONS 1ST FLOOR CABLE TRAY

PLAN

T-401 JR-463243A-TC401LS ENLARGED GROUND FLOOR COMMUNICATION

ROOMS

T-402 JR-463243A-TC402LS ENLARGED 1ST FLOOR COMMUNICATION ROOMS

T-403 JR-463243A-TC403LS ENLARGED TELECOM ROOM PLAN DETAIL

T-501 JR-463243A-TC501DT GROUND FLOOR TELECOM CABINET DETAILS

T-502 JR-463243A-TC502DT 1ST FLOOR TELECOM CABINET DETAILS

T-503 JR-463243A-TC501DT TELECOM STANDARD DETAILS

T-504 JR-463243A-TC502DT TELECOM STANDARD DETAILS

T-505 JR-463243A-TC503DT TELECOM STANDARD DETAILS

T-506 JR-463243A-TC504DT TELECOM STANDARD DETAILS

T-507 JR-463243A-TC505DT TELECOM STANDARD DETAILS

T-508 JR-463243A-TC506DT TELECOM STANDARD DETAILS

T-601 JR-463243A-TC601DI PREMISE FIBER BACKBONE ONE-LINE DIAGRAM

T-602 JR-463243A-TC602DI TELECOM ONE-LINE DIAGRAMS

JR-463243A - DORMITORY PAGE 2

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ELECTRICAL

E-001 JR-463243A-EP001GN GENERAL LEGEND AND ABBREVIATIONS

E-101 JR-463243A-EP101PN GROUND FLOOR POWER PLAN - AREA A

E-102 JR-463243A-EP102PN GROUND FLOOR POWER PLAN - AREA B

E-103 JR-463243A-EP103PN GROUND FLOOR POWER PLAN - AREA C

E-104 JR-463243A-EP104PN 1ST FLOOR POWER PLAN - AREA A

E-105 JR-463243A-EP105PN 1ST FLOOR POWER PLAN - AREA B

E-106 JR-463243A-EP106PN 1ST FLOOR POWER PLAN - AREA C

E-111 JR-463243A-EP111PN GROUND FLOOR LIGHTING PLAN - AREA A

E-112 JR-463243A-EP112PN GROUND FLOOR LIGHTING PLAN - AREA B

E-113 JR-463243A-EP113PN GROUND FLOOR LIGHTING PLAN - AREA C

E-114 JR-463243A-EP114PN 1ST FLOOR LIGHTING PLAN - AREA A

E-115 JR-463243A-EP115PN 1ST FLOOR LIGHTING PLAN - AREA B

E-116 JR-463243A-EP116PN 1ST FLOOR LIGHTING PLAN - AREA C

E-120 JR-463243A-EP120PN LIGHTNING PROTECTION AND ROOF PLAN

E-401 JR-463243A-EP401LS ENLARGED BEDROOMS

E-402 JR-463243A-EP402LS ENLARGED GROUND FLOOR POWER PLAN - AREA B

E-403 JR-463243A-EP402LS ENLARGED 1ST FLOOR POWER PLAN - AREA B

E-501 JR-463243A-EP501DT TYPICAL LIGHTING DETAILS

E-502 JR-463243A-EP502DT TYPICAL LIGHTING DETAILS

E-503 JR-463243A-EP503DT TYPICAL LIGHTING DETAILS

E-504 JR-463243A-EP503DT TYPICAL ELECTRICAL DETAILS

E-601 JR-463243A-EP601DI MDP ONE LINE DIAGRAM

E-602 JR-463243A-EP602DI GROUND AND 1ST FLOOR ONE LINE DIAGRAM

E-603 JR-463243A-EP603SC PANEL SCHEDULES

E-604 JR-463243A-EP604SC PANEL SCHEDULES

E-605 JR-463243A-EP605SC PANEL SCHEDULES

E-606 JR-463243A-EP606SC PANEL SCHEDULES

E-607 JR-463243A-EP607SC PANEL SCHEDULES

E-608 JR-463243A-EP608SC PANEL SCHEDULES

E-609 JR-463243A-EP609SC PANEL SCHEDULES

E-610 JR-463243A-EP610SC PANEL SCHEDULES

E-611 JR-463243A-EP611SC PANEL SCHEDULES

E-612 JR-463243A-EP612SC PANEL SCHEDULES

E-613 JR-463243A-EP613SC PANEL SCHEDULES

E-614 JR-463243A-EP614SC PANEL SCHEDULES

E-615 JR-463243A-EP615SC PANEL SCHEDULES

E-616 JR-463243A-EP616SC PANEL SCHEDULES

E-617 JR-463243A-EP617SC PANEL SCHEDULES

E-618 JR-463243A-EP618SC PANEL SCHEDULES

E-619 JR-463243A-EP619SC PANEL SCHEDULES

E-620 JR-463243A-EP620SC PANEL SCHEDULES

E-621 JR-463243A-EP621SC PANEL SCHEDULES

E-622 JR-463243A-EP622SC PANEL SCHEDULES

E-623 JR-463243A-EP623SC TRANSFORMER SCHEDULES

JR-463243A - DORMITORY PAGE 2

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MECHANICAL

M-001 JR-463243A-M001GN GENERAL NOTES, ABBREVIATIONS AND SYMBOLS

M-002 JR-463243A-M002GN SEQUENCE OF OPERATIONS

M-003 JR-463243A-M003GN SEQUENCE OF OPERATIONS

M-101 JR-463243A-M101PN MECHANICAL GROUND OVERALL PLAN

M-102 JR-463243A-M102PN MECHANICAL GROUND FLOOR PLAN - AREA A

M-103 JR-463243A-M103PN MECHANICAL GROUND FLOOR PLAN - AREA B

M-104 JR-463243A-M104PN MECHANICAL GROUND FLOOR PLAN - AREA C

M-105 JR-463243A-M105PN MECHANICAL OVERALL 1ST FLOOR PLAN

M-106 JR-463243A-M106PN MECHANICAL 1ST FLOOR PLAN - AREA A

M-107 JR-463243A-M107PN MECHANICAL 1ST FLOOR PLAN - AREA B

M-108 JR-463243A-M108PN MECHANICAL 1ST FLOOR PLAN - AREA C

M-109 JR-463243A-M109PN PIPING GROUND FLOOR PLAN

M-110 JR-463243A-M110PN PIPING GROUND FLOOR PLAN - AREA A

M-111 JR-463243A-M111PN PIPING GROUND FLOOR PLAN - AREA B

M-112 JR-463243A-M112PN PIPING GROUND FLOOR PLAN - AREA C

M-113 JR-463243A-M113PN PIPING 1ST FLOOR PLAN

M-114 JR-463243A-M114PN PIPING 1ST FLOOR PLAN - AREA A

M-115 JR-463243A-M115PN PIPING 1ST FLOOR PLAN - AREA B

M-116 JR-463243A-M116PN PIPING 1ST FLOOR PLAN - AREA C

M-117 JR-463243A-M117PN MECHANICAL ROOF PLAN

M-118 JR-463243A-M118DT CHILLER FLOW DIAGRAM GROUND FLOOR

M-119 JR-463243A-M119DT CHILLER FLOW DIAGRAM FIRST FLOOR

M-301 JR-463243A-M301SE DRYER SECTION

M-401 JR-463243A-M401PN ENLARGED COMPREHENSIVE MECH PLAN

M-501 JR-463243A-M501DT MECHANICAL DETAILS

M-502 JR-463243A-M502DT MECHANICAL DETAILS

M-503 JR-463243A-M503DT MECHANICAL DETAILS

M-504 JR-463243A-M504DT MECHANICAL DETAILS

M-505 JR-463243A-M505DT MECHANICAL DETAILS

M-506 JR-463243A-M506DT MECHANICAL DETAILS

M-601 JR-463243A-M601SC MECHANICAL SCHEDULES

M-602 JR-463243A-M602SC MECHANICAL SCHEDULES

M-603 JR-463243A-M603SC HVAC REGISTER SCHEDULES

DRAWING AREA

TITLE TEXT SIZE

ISSUE BLOCK ONLY

SHEET ID BLOCK

6MM FOR SUBTITLES AND TITLES

3MM FOR DIMENSIONS, NOTES, CALLOUTS,

TABLE/SCHEDULE TEXT AND GENERAL TEXT

NOTE TEXT SIZE

A

AMENDMENT NUMBER

COP LETTER

MMDDYY

MMDDYY

MMDDYY

MMDDYY

2.5MM FOR REVISION TEXT

2.5MM FOR ISSUE TEXTXX%

10%

DESIGN SUBMITTAL

BORDER SUBMITTAL

SHEET ID

X-101

SHEET OF

3MM SHEET ID TEXT

3MM FACILITY DESIGNATOR TEXT

5MM SHEET NUMBER TEXT

3MM VARAIBLE TEXT

1.5MM CONSTANT TEXT

SYMBOLS

GENERAL REFERENCE

CL

TEXT ATTRIBUTES

Ø

PL

X

X-XXX

X

X-XXX

X

X-XXX

X

X-XXX

PLAN NORTH

XXX

W1

1t

ROUGH FLOOR ELEVATION

IN PLAN

FINISH FLOOR ELEVATION

IN PLAN

ELEVATION SYMBOL IN

SECTION AND ELEVATION

COLUMN GRIDLINE

CENTERLINE ID

PLUS OR MINUS

DIAMETER

ELEVATION MARKER

PLATE LINE ID

ANGLE

PLUS

KEY PLAN HATCHING

KEY PLAN ID

RGH FL ELEV

FIN FL ELEV

FIN FL ELEV

NORTH SYMBOL

ROOM ID

DOOR ID

WINDOW ID

WALL TYPE ID

COLUMN ID - VERTICAL;

(USE NUMBERS)

COLUMN ID - HORIZONTAL;

(USE LETTERS EXCEPT

FOR O & I)

REVISION ID

EQUIPMENT ID

KEY NOTE ID

MATCHLINE IDMATCH LINE

SEE XX/X-XXX

View Scale View Name

X

X View Name View ScaleX-XXX

X View Name View ScaleX-XXX

DRAWING TITLE FOR PLANS,

DIAGRAMS, SCHEDULES,

3D REPRESENTATIONS,

OR STANDARD DETAILS

STANDARD DETAILS DO NOT

SPECIFICALLY REFERENCE A SHEET

STANDARD DETAILS ARE LOCATED

IN THE STANDARD NOTES AND DETAILS FOLDER

SECTION/ELEVATION LETTER,

OR DETAIL NUMBER

SHEET NUMBER OF SHEET WHERE

ILLUSTRATION IS REFERENCED

SHEET NUMBER OF SHEET WHERE

ILLUSTRATION IS REFERENCED

ON MULTIPLE SHEETS

DRAWING TITLES

PLANS, DIAGRAMS,

SCHEDULES,

STANDARD DETAILS,

3D REPRESENTATIONS

SECTIONS, ELEVATIONS,

ENLARGED PLANS,

SPECIFIC DETAILS

SECTIONS, ELEVATIONS,

ENLARGED PLANS,

SPECIFIC DETAILS

CROSS REFERENCING SYMBOLS

SECTION MARKER

DETAIL CALLOUT

INTERIOR

ELEVATION MARKER

EXTERIOR

ELEVATION MARKER

SECTION LETTER

SHEET NUMBER OF SHEET WHERE

SECTION IS REFERENCED

DETAIL NUMBER

INTERIOR ELEVATION LETTER

SHEET NUMBER OF SHEET WHERE

SECTION IS REFERENCED

SHEET NUMBER OF SHEET WHERE

SECTION IS REFERENCED

SHEET NUMBER OF SHEET WHERE

SECTION IS REFERENCED

ELEVATION LETTER

X-X

X-XXX

X-XXX

X

X-XXX

X

XX

X

X-XXX

X

TYPICAL

TAM DRAWING SCALES

ROOF PLANS

LIFE SAFETY FLOOR PLANS

REFLECTED CEILING PLANS

TYPICAL FLOOR PLANS

ENLARGED FLOOR PLANS

EXTERIOR ELEVATIONS

INTERIOR ELEVATIONS

BUILDING SECTIONS

WALL SECTIONS

CROSS SECTIONS

DETAILS

STAIR DETAILS

CIVIL PROFILES

HORIZONTAL

VERTICAL

1:200

20m4m 16m12m8m0m

1:100

10m2m 8m6m4m0m

1:50

5m1m 4m3m2m0m

1:100

10m2m 8m6m4m0m

1:50

5m1m 4m3m2m0m

1:100

10m2m 8m6m4m0m

1:50

5m1m 4m3m2m0m

1:10

1m0.2m 0.8m0.6m0.4m0m

1:5

0.5m0.1m 0.4m0.3m0.2m0m

1:10

1m0.2m 0.8m0.6m0.4m0m

1:20

2m0.4m 1.6m1.2m0.8m0m

1:100

10m2m 8m6m4m0m

1:50

5m1m 4m3m2m0m

A

X-XXX

X-XXX

X-XXX

X-XXX

X-XXX

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D

AT

E

File Path:

Plot Date:

M

AR

K D

ES

C

R

IP

TI

O

N

PL

O

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AT

E:

FI

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N

AM

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AM

G-021

ST

AN

D

AR

D L

EG

EN

D S

AN

D

S

YM

BO

LO

G Y

JO

R

D

AN

G W

D

G W

D

SW

T

U D

.4

PA

C

KA

G E

D

AV

ID

S

. C

LA

R K

JR

-4

3- G

I0

G N

G

EN

ER

AL

M

ID

D

LE

E

AS

T D

IS

TR

IC

T

P.

O

. B O

X

W

IN

C

H

ES

TE

R

,V A

4-

D

O R

M

IT

O R

Y

AT

L

SA

A AMPERE

A/C AIR CONDITIONING

A/E ARCHITECT/ENGINEER

AAFES ARMY & AIR FORCE EXCHANGE

SERVICE

AAV AUTOMATIC AIR VENT

ACC ACCESSIBLE

ACP ASPHALTIC CONCRETE PAVEMENT

ACV AUTOMATIC CONTROL VALVE

AD AREA DRAIN

ADDL ADDITIONAL

ADMIN ADMINISTRATION

AFF ABOVE FINISHED FLOOR

AFFF AQUEOUS FIRE FIGHTING FOAM

AFG ABOVE FINISHED GRADE

AH AMPERE HOUR

AHU AIR HANDLING UNIT

AI ANALOG INPUT

ALUM ALUMINUM

AMI ADVANCED METERING

INFRASTRUCTURE

AMP AMPERE

AO ANALOG OUTPUT

APPROX APPROXIMATE

ARCH ARCHITECTURAL

AS AIR SEPARATOR

ASC ASPHALTIC SURFACE COURSE

ASPH ASPHALT

ASSN ASSOCIATION

ASSY ASSEMBLY

AT/FP ANTI-TERRORISM FORCE

PROTECTION

AUX AUXILIARY

AVG AVERAGE

BC BACK OF CURB, BARE COPPER

BF BOTH FACES, BLIND FLANGE

BFP BACKFLOW PREVENTER

BLDG BUILDING

BM BENCHMARK

BMS BALANCE MAGNETIC SWITCH

BOL BOLLARD

BRKR BREAKER

BSP BLACK STEEL PIPE

BT BATHTUB

BTWP BALLANCE TWISTED PAIR

C CELSIUS, CHANNEL, CONDUIT,

CONDUCTOR, COMMUNICATION

CA COMPRESSED AIR

CAL CALORIE

CAO COMPRESSED AIR OUTLET

CB CATCH BASIN, CIRCUIT BREAKER

CBL CABLE

CC CENTER TO CENTER, CUBIC

CENTIMETER

CCTV CLOSED CIRCUIT TELEVISION

CD CANDELA, CEILING DIFFUSER

CE CIVIL ENGINEER(S)

CH COAT HOOK, CHANGING, CHILLER

CHH COMMUNICATIONS HAND HOLE

CHR CHILLED WATER RETURN

CHS CHILLED WATER SUPPLY

CHU CONTAINERIZED HOUSING UNIT

CI CAST IRON

CIJ CONTROL JOINT

CIP CAST-IN-PLACE, CAST IRON PIPE

CJ CONSTRUCTION JOINT, CONTROL

JOINT

CKT CIRCUIT

CL CENTER LINE

CLG CEILING

CLJ CONSTRUCTION LONGITUDINAL

JOINT

CLKG CALKING

CLR CLEAR

cm CENTIMETER cm 2 CENTIMETER SQUARED cm 3 CUBIC CENTIMETER cm/s CUBIC CENTIMETER PER SECOND

CMH COMMUNICATIONS MANHOLE

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT, CONDUIT ONLY

COL COLUMN

COMM COMMUNICATIONS

COMPR COMPRESSOR

CONC CONCRETE

COND CONDENSER, CONDENSATE

CONSTR CONSTRUCTION

CONT CONTINUE, CONTINUOUS

COR CONTRACTING OFFICER’S

REPRESENTATIVE, CORNER,

CHANGE ORDER REQUEST

CORR CORRIDOR

CRAC COMPUTER ROOM AIR CONDITIONING

UNIT

CS CAST STONE, CARBON STEEL

CSC CONVOY SUPPORT CENTER

CSS COMPACT SUBSTATION

CTR(S) CENTER(S)

CTRL CONTROL

CU CUBIC, COPPER

CV CONTROL VALVE

CW COLD WATER

DAS DATA ACQUISTION SYSTEM

DBL DOUBLE

DBP DISTRIBUTION PANEL

DCW DOMESTIC COLD WATER

DEG C, °C DEGREES CELSIUS

DF DRINKING FOUNTAIN

DFAC DINING FACILITY

dg DECIGRAM

DG DOOR GRILL

DH DUCT HEATER

DHW DOMESTIC HOT WATER

DI DROP INLET, DRAIN INLET,

DISCRETE INPUT

DIA DIAMETER

DIP DUCTILE IRON PIPE

dL DECILITER

DL DEAD LOAD, DIESEL

dm DECIMETER

DN DOWN

DO DISCRETE OUTPUT

DP DEW POINT, DIFFERENTIAL

PRESSURE

DR DOOR, DOUBLE RIB

DV DISTINGUISHED VISITORS

DW DOMESTIC WATER

DWG DRAWING

DXCC DIRECT EXPANSION COOLING COIL

E EAST, EASTING, EXISTING

EC EDGE OF CURB, EMPTY CONDUIT

ECV EMERGENCY CONTROL VALVE

EF EACH FACE, EXHAUST FAN

EG EXHAUST AIR GRILLE

EHC ELECTRIC HEATING COIL

EHH ELECTRIC HAND HOLE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC(AL)

ELECT ELECTRICAL

ELR ELECTRIC REFRACTION AT RIM

ELV ELECTRIC VERTICAL ROD

RETRACTION

EMH ELECTRICAL MANHOLE

EMT ELECTRICAL METALLIC TUBING,

EMERGENCY MEDICAL TECHNICIAN

EMCS ENERGY MONITORING AND CONTROL

SYSTEM

ENT ELECTRICAL NONMETALLIC TUBING

ENTR ENTRANCE

EOL END OF LINE

EP EDGE OF PAVEMENT, ELECTRICAL

PANEL

EQ EQUAL

EQUIP EQUIPMENT

ER EXHAUST REGISTER

ES ELECTRIC STRIKE

ESS ELECTRONIC SECURITY SYSTEMS

EST ESTIMATE

ET EXPANSION TANK

ETC ET CETERA, AND SO FORTH

EW EACH WAY, EFFLUENT WATER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION, EXPLOSION PROOF

EXST GR EXISTING GRADE

EXT EXTERIOR

F/B FROM FLOOR BELOW

FA FIRE ALARM, FRESH AIR

FACP FIRE ALARM CONTROL PANEL

FCU FAN COIL UNIT

FCV FLOW CONTROL VALVE

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FES FLARED END SECTION

FFLE FINISH FLOOR ELEVATION

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIN FINISH, FINISHED

FIN GR FINISH GRADE

FL FLOOR LINE, FLOOR,

FLASHING, FLOOD LIGHT

FLG FLANGE

FLR FLOOR

FLUOR FLUORESCENT

FLX FLEXIBLE CONDUIT

FO FIBER OPTIC

FOB FORWARD OPERATING BASE

FOC FACE OF CURB

FP FIRE PROTECTION

FS FLOOR SINK

FSS FLOW SWITCH

FSR FUEL STORAGE RECOVERY

FT FEET

FTP FUEL TRANSFER PUMP

FTR FINNED TUBE RADIATION

FUT FUTURE

FVNR FULL VOLTAGE NON-REVERSING

FXD FIXED

G GIRDER, GROUND

GA GAGE

GB GROUND BAR

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERAL, GENERATOR

G LN GAS LINE

GL GLASS

GLZD GLAZED

GM GAS METER

GND GROUND

GR GROSS, GRADE

GRL GRILLE

GRTG GRATING

GTV GATE VALVE

GW GUY WIRE

GYP BD GYPSUM WALL BOARD

ha HECTARE

HB HOSE BIBB

HC HEATING COIL

HCD HOLLOW CORE DOOR

HCP HANDICAP PUSHBUTTON

HD HEAD

HDB HEATING DISTRIBUTION BOX

HDPE HIGH DENSITY POLYETHELENE

HDW HARDWARE

HDWL HEADWALL

HGR HANGER

HT HEIGHT

hL HECTOLITER hm HECTOMETER

HM HOLLOW METAL

HMA HOT MIX ASPHALT

HNDRL HANDRAIL

HORIZ HORIZONTAL

HP HIGH PRESSURE, HEAT PUMP

HPT HIGH POINT

HQ HEADQUARTERS

HR HOUR

HRCP HEAT RECOVERY COIL PUMP

HRR HEAT RECOVERY RETURN

HRS HEAT RECOVERY SUPPLY

HV HIGH VOLTAGE

HW HOT WATER

HWC HOT WATER CIRCULATION

HWCP HOT WATER CIRCULATION PUMP

HWP HOT WATER PUMP

HWR HEATING WATER RETURN

HWS HEATING WATER SUPPLY

HEX HEAT EXCHANGER

Hz HERTZ

ID INSIDE DIAMETER

IE INVERT ELEVATION

IF INSULATING FLANGE

INSUL INSULATION

INSTR INSTRUMENT

INT INTERIOR

INV INVERT

ITN INFORMATION TECHNICAL NODE

JCT JUNCTION

JOH JAMB OPENING HEIGHT

JOW JAMB OPENING WIDTH

JR JOINT REINFORCING

JT JOINT

k KILO

K KELVIN

kCAL KILOCALORIE

KCMIL THOUSAND CIRCULAR MILLS

kg KILOGRAM kHz KILOHERTZ kL KILOLITER km KILOMETER km 2 SQUARE KILOMETER

KM/H KILOMETER PER HOUR

KM/S KILOMETER PER SECOND

KPA KILOPASCAL

KS KITCHEN SINK

KV KILOVOLT

KVA KILOVOLT AMPERE

KVAH KILOVOLT AMPERE PER HOUR

L LITER

L/S LITER PER SECOND

LAB LABORATORY

LAV LAVATORY

LCM LOOSE CUBIC METER

LG LONG, LENGTH

LLA LOW LEVEL ALARM

LM LUMEN

LINTL LINTEL

LP LIGHT POLE

LPT LOW POINT

LPW LUMENS PER WATT

LRA LOCKED ROTOR AMPS

LSA LIFE SUPPORT AREA

LT LEFT

LTG LIGHTING

LV LOW VOLTAGE

LVR LOUVER

M METER

M2 SQUARE METER

M3 CUBIC METER

M3/S CUBIC METER PER SECOND

M/S METER PER SECOND

M MEN

MM MILLIMETERS

MA MILLIAMPERE

MA MEDICAL AIR

MACH MACHINE

MAINT MAINTENANCE

MAU MAKEUP AIR UNIT

MAV MANUAL AIR VENT

MAX MAXIMUM

MCA MINIMUM CIRCUIT AMPS

MCC MOTOR CONTROL CENTER

MCD METAL COVERED DOOR

MECH MECHANICAL

MFG MANUFACTURING

MH MANHOLE

MHO MAGNETIC HOLD OPEN

MHz MEGAHERTZ

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

mm MILLIMETER mm 2 SQUARE MILLIMETER mm 3 CUBIC MILLIMETER

MO MASONARY OPENING

MON MONITOR, MONUMENT

ms MILLISECOND

MS MOP SINK

MTG MOUNTING

MTL METAL

MTS MANUAL TRANSFER SWITCH

mV MILLIVOLT

MVA MEGAVOLT-AMPERE

mW MILLIWATT

MW MONITORING WELL, MEGAWATT

MWh MEGAWATT HOUR

MWR MORALE, WELFARE &

RECREATION

N NORTH, NORTHING, NEWTON

NA NOT APPLICABLE

NC NORMALLY CLOSED

NO NORMALLY OPEN, NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OA OUTDOOR AIR

OC ON CENTER

OD OUTSIDE DIAMETER

OFF OFFICE

OGL OBSCURE GLASS

OPNG OPENING

OSP OUTSIDE PLANT

P PUMP, POLE

P/V PRESSURE VACUUM

PA PASCAL

PA PUBLIC ADDRESS

PASS PASSAGE, PASSENGER

PC POINT OF CURVATURE, DESKTOP

COMPUTER

PCC PORTLAND CEMENT CONCRETE

PCS PERMANENT CHANGE OF STATION

PDM POSITIVE DISPLACEMENT METER

PDS PROTECTIVE DISTRIBUTION SYSTEM

PE PLAIN END, POLYETHYLENE

PED PEDESTAL

PERF PERFORATED, PERFORM

PET PROTECTED ENTRANCE TERMINAL

PH PHASE, PENTHOUSE

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE, PIVOTED

PL PROPERTY LINE, PLATE

PLAS PLASTER

PLG PILING

PNL PANEL

POC POINT ON CURVE

POT POINT OF TANGENCY

PP POWER POLE, POWER PANEL,

POLYPROPYLENE

PR PAIR, PIPE RAIL

PRCST PRECAST

PRV PRESSURE REGULATING VALVE

PS CONC PRESTRESSED CONCRETE

PS PRESSURE SENSOR, PULL STATION,

POLYSTYRENE

PSF POUNDS PER SQUARE FOOT

PSIG POUNDS PER SQUARE INCH GAGE

PT POINT

PTZ PAN//TILT/ZOOM

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

QA/QC QUALITY ASSURANCE/QUALITY

CONTROL

QD QUICK DISCONNECT

QTY QUANTITY

R RADIUS, RISER, RANGE

R/U REFRIGERATION UNIT

RAD RADIAN, RADIATOR, RETURN AIR

DUCT

RAH RETURN AIR HUMIDITY

RAT RETURN AIR TEMPERATURE

RC REINFORCED CONCRETE

RCB REINFORCED CONCRETE BOX

RCP REINFORCED CONCRETE PIPE

RD ROAD, RETURN DIFFUSER, ROOF

DRAIN

REC RECESSED, RECREATIONAL

REC C RECESSED CONVECTOR

RECT RECTANGULAR

REG REGISTER

REINF REINFORCED

REQD REQUIRED

RET RETURN

REV REVISION, REVISED, REVOLUTIONS

REX REQUEST TO EXIT

RF REPLACEMENT FACILITY, RADIO

FREQUENCY

RG RETURN AIR GRILLE

RGH ROUGH

RGS RIGID GALVANIZED STEEL

RHC REHEAT COIL

RKVA REACTIVE KILOVOLT AMPERES

RL REFRIGERANT LIQUID

RLG RAILING

RM ROOM

ROW RIGHT OF WAY

RPM REVOLUTIONS PER MINUTE

RR RETURN REGISTER, ROOF ROLLING,

RAILROAD

RS REFRIGERANT SUCTION

RT RIGHT

RTU ROOF TOP UNIT

RW RAW WATER, ROADWAY

S SOUTH

SV STACK VENT

SA SUPPLY AIR

SAN SANITARY SEWER

SB SOIL BORING, SPLASH BLOCK

SC SOLID CORE

SCHED SCHEDULE

SCP SCUPPER

SD STORM DRAIN

SECT SECTION

SFM SANITARY FORCE MAIN

SG SUPPLY AIR GRILLE

SH SHOWER

SHT SHEET, SHAFT

SIG SIGNAL

SIM SIMILAR

SK SINK, SKETCH

SLDG SLIDING

SP STATIC PRESSURE, SUMP

SPA SPACE

SPEC SPECIFICATIONS

SPCL SPECIAL

SPO DUCTLESS SPLIT UNIT OUTSIDE

SQ SQUARE

SS SANITARY SEWER

SSD SUBSURFACE DRAIN

SST STAINLESS STEEL

ST STORM WATER

STA STATION

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

T TOP, TREAD, THERMOSTAT

T&B TOP AND BOTTOM

TB TILE BASE, THROUGH BOLT

TD TRENCH DRAIN

TDH TOTAL DYNAMIC HEAD

TEJ THICKENED EXPANSION JOINT

TEL TELEPHONE

TG TRANSFER GRILLE

TGP TEMPORARY GENERATOR PAD

TFA TO FLOOR ABOVE

TFB TO FLOOR BELOW

TGP TEMPORARY GENERATOR PAD

THK THICKNESS

THRES THRESHOLD

TMGB TELECOMMUNICATIONS MAIN

TMV TEMPERATURE MIXING VALVE

TOB TOP OF BANK, TOP OF BEAM

TOC TOP OF CONCRETE, TOP OF CURB

TOE TOE OF SLOPE

TOG TOP OF GRATING

TOS TOP OF STEEL, TOP OF SLOPE

TOW TOP OF WALL

TS TEMPERATURE SWITCH

TR TELECOMMUNICATION ROOM

TRANS TRANSOM, TRANSPARENT

TS & V TAPPING SLEEVE AND VALVE

TV TELEVISON

TW TREATED WATER

TYP TYPICAL

UGND UNDERGROUND

UH UNIT HEATER

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UOP UNLESS OTHERWISE NOTED

UP UTILITY POLE

UPS UNINTERRUPTIBLE POWER SUPPLY

UPVC UNPLASTICIZED POLYVINYL

UR URINAL

UTIL UTILITY

V VOLT, VENT

VA VOLT AMPERE

VAC VACUUM

VAM VOLT-AMMETER

VAO VACUUM OUTLET

VAP VACUUM PUMP

VB VALVE BOX, VACUUM BREAKER

VC VERTICAL CURVE

VCT VINYL COMPOSITION TILE

VEL VELOCITY

VFD VARIABLE FREQUENCY DRIVE

VOLT VOLTAGE

VRLY VOLTAGE RELAY

VPC VERTICAL POINT OF CURVE

VPI VERTICAL POINT OF INTERSECTION

VPT VERTICAL POINT OF TANGENCY

VS VENT STACK, VOLTMETER SWITCH

VSA VEHICLE SECURITY AREA

VTR VENT THRU ROOF

W/ WITH

W/O WITHOUT

WB WET BULB, WOOD BASE

WC WATER CLOSET, WALL COVERING

WCC WATER COOLING COIL

WCO WALL CLEANOUT

WFLX WEATHERPROOF FLEXIBLE CONDUIT

WHM WATT HOUR METER

WDB WATER DISTRIBUTION BOX

WG WATER GAUGE

WGL WIRED GLASS

WH WALL HYDRANT

WHS WAREHOUSE

WL WATER LINE, WIND LOAD

WM WATER METER

WS WATER SOFTENER

WSEL WATER SURFACE ELEVATION

WST WATER STORAGE TANK

WTS WATERSTOP

WV WATER VALVE

XFMR TRANSFORMER

YCO YARD CLEANOUT

YH YARD HYDRANT

YR YEAR

NOTES:

1. THE LIST OF ABBREVIATIONS IS SHOWN AS A GUIDE ONLY

AND DOES NOT NECESSARILY INCLUDE ALL ABBREVIATIONS

USED. SOME ABBREVIATIONS LISTED MAY NOT HAVE BEEN

USED. CONSULT AEC/NCS FOR FULL LIST OF ABBREVIATIONS.

2. SOME ABBREVIATION REPRESENT SYMBOLS FOR UNITS OF

MEASURE, AND INTENTIONALLY INCLUDE LOWERCASE LETTERS OR

SUPERSCRIPTS.

3. REFER TO THE GENERAL LEGEND ON SHEET G-021

STANDARD ABBREVIATION LIST

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D

AT

E

File Path:

Plot Date:

M

AR

K D

ES

C

R

IP

TI

O

N

PL

O

T D

AT

E:

FI

LE

N

AM

E:

C:\Users\n0enmgwd\Documents\REVIT WORKING FOLDER\JR-463243 - GENERAL PACKAGE 3_n0enmgwd.rvt

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5/

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9:

:1

AM

G-031

ST

AN

D

AR

D A

BB

R

EV

IA

TI

O

N S

JO

R

D

AN

G W

D

G W

D

SW

T

U D

.4

PA

C

KA

G E

D

AV

ID

S

. C

LA

R K

JR

-4

3- G

I0

G N

G

EN

ER

AL

M

ID

D

LE

E

AS

T D

IS

TR

IC

T

P.

O

. B O

X

W

IN

C

H

ES

TE

R

,V A

4-

D

O R

M

IT

O R

Y

AT

SA

R A

P T

O R A

V E

M U

S T

A N

G A

V E

S T

A R

F

IG

H T

E R A

V E

SECURITY FORCES OPEN YARD / MVD TNG

LOGISTIC READINESS OPEN YARD

CIVIL ENGINEER OPEN (YARD)

COMMUNICATIONS OPEN YARD

GENERATOR AREA

SPAATZ AVE.

D O

R M

D O

R M

-0

-0

W

IN

C H

E S

T E

R

V A

-1

P .O

B O

X

M

ID

D L E E

A S

T D

IS

T R

IC

T

P L

O T D

A T

E

F

IL

E N

A M

E

GENERAL SHEET NOTES

SHEET KEYNOTES

KEY PLAN

A N

S I

D

SCALE: 1:250

S

IT

E D

E S

IG

N

N

J R -4

-5 -B -1

P

N .d g n

10m0 5

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

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BUILDING FOOTPRINT

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PLATE LOAD TESTING PLAN

PLT 1 PLT 2 PLT 3

PLT 4

PLT 5

PLT 6

SPECIFICATION SECTION 31 00 00 PART 3.2

CONDUCT PLATE LOAD TEST IN ACCORDANCE WITH ASTM D1194. SEE 4.

ADJUSTMENT TO FIT SITE CONDITIONS.

PLATE LOAD TESTING LOCATIONS ARE NOT EXACT AN MAY REQUIRE 3.

CONSTRUCTION WITH THE LSA CONTRACTOR DESIGN AND CONSTRUCTION.

FEATURES MAY BE ONGOING. CONTRACTOR TO COORDINATE DESIGN AND

PROJECT WHOSE CONSTRUCTION OF THE ROADS, UTILITIES, AND DRAINAGE

DORMITORY LOCATION SITS WITHIN THE OVERALL LSA (PACKAGE 1) 2.

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS.1.

FUTURE STRUCTURE BY OTHERS (NOT IN CONTRACT)

PLATE LOAD TEST (PLT)

E

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SECURITY FORCES OPEN YARD / MVD TNG

LOGISTIC READINESS OPEN YARD

CIVIL ENGINEER OPEN (YARD)

COMMUNICATIONS OPEN YARD

GENERATOR AREA

SPAATZ AVE.

TANK 2

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PACKAGE 3 -

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SHEET KEYNOTES

KEY PLAN

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SCALE: 1:2000

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OVERALL PACKAGE 3 LOCATION PLAN - SITE 5

0 100m50

D O

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FUTURE STRUCTURE BY OTHERS

BUILDING FOOTPRINT

U D .4 P

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WITH THE LSA CONTRACTOR DESIGN AND CONSTRUCTION.

BE ONGOING. CONTRACTOR TO COORDINATE DESIGN AND CONSTRUCTION

CONSTRUCTION OF THE ROADS, UTILITIES, AND DRAINAGE FEATURES MAY

DORMITORY LOCATION SITS WITHIN THE OVERALL LSA PROJECT WHOSE 3.

TO BE COORDINATED WITH THE RESIDENT ENGINEER.

THE EXACT LOCATION OF THE CONTRACTOR'S OFFICE AND LAYDOWN AREA 2.

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS.1.

S

CO

R A

P T

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M U

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SECURITY FORCES OPEN YARD / MVD TNG

LOGISTIC READINESS OPEN YARD

CIVIL ENGINEER OPEN (YARD)

COMMUNICATIONS OPEN YARD

GENERATOR AREA

SPAATZ AVE.

D O

R M

D O

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RAPTOR AVE.

WHITE AVE.

PHANTOM II AVE.

WHITE AVE.

PHANTOM II AVE.

PHANTOM II AVE.

WHITE AVE.

D O

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MH-10

MH-27

MH-10

MH-27

m m

200 mm 200 mm m m

MH-28

MH-30

S

CO

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FUTURE GAZEBO

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T6-3

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(1600 KVA)

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TYPE 2A

TYPE 4A

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(N O

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POST INDICATOR VALVE

FUTURE STRUCTURE BY OTHERS

EXISTING FIRE HYDRANT

EXISTING SANITARY MANHOLE

EXISTING GATE VALVE

EXISTING SANITARY SEWER CLEAN OUT

EXISTING ASPHALT SIDEWALK

BOLLARDS

BUILDING FOOTPRINT

(I N C

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CONTRACTOR

AWARD WINNING

BE PROVIDED TO

COORDINATES WILL

J O

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EXISTING UNDERGROUND ELECTRIC AND TRANSFORMER17.

EXISTING COMM LINES 16.

15. HVAC CHILLER PADS (SEE MECHANICAL DRAWINGS)

14. NEW CONCRETE BOLLARDS

13. EXISTING 1.5m ASPHALT SIDEWALK

12. NEW 1.5m CONCRETE SIDEWALK

11. EXTEND 150mm FIRE WATER SERVICE LINE WITH POST INDICATOR VALVE

10. EXTEND 40mm WATER SERVICE TO SERVE DORM

EXTEND 150mm SANITARY SEWER SERVICE TO SERVE DORM9.

EXISTING 200 mm X 150 mm "CROSS" FITTING8.

EXISTING 150mm WATER SERVICE WITH 150mm GATE VALVE AND VALVE BOX7.

EXISTING 150 mm SANITARY SEWER SERVICE WITH CLEANOUT6.

EXISTING 200 mm X 200 mm "CROSS" WATER MAIN FITTING5.

EXISTING 200 mm SANITARY SEWER MAIN4.

EXISTING FIRE HYDRANT PACKAGE3.

EXISTING SANITARY SEWER MANHOLE2.

EXISTING 200 mm WATER/FIRE MAIN1.

CONSTRUCTION WITH THE LSA CONTRACTOR DESIGN AND CONSTRUCTION.

FEATURES MAY BE ONGOING. CONTRACTOR TO COORDINATE DESIGN AND

PROJECT WHOSE CONSTRUCTION OF THE ROADS, UTILITIES, AND DRAINAGE

DORMITORY LOCATION SITS WITHIN THE OVERALL LSA (PACKAGE 1) 2.

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS.1.

CONCRETE SIDEWALK

WATER SUPPLY LINE

CONNECT TO BUILDING

CONTRACTOR TO

300mm

O.D.

N.T.S.

300mm

P

IP

E B

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D

IN

G m m m m O .D

200 mm

100 mm

BACKFILL MATERIAL

m m M

IN

FINISH GRADE

PIPE BEDDING MATERIAL

SEWER, OR SANITARY SEWER

POTABLE WATER MAIN, STORM

O.D.150mm m m m m

O .D

150mm

CONCRETE

SECURED AROUND PIPE

WRAPPED AND NEATLY

POLYETHYLENE ENCASEMENT

PRECAST BLOCKS @ 1.Om C-C SPACING

SET PIPE TO LINE AND GRADE ON

OR WHERE SANITARY AND WATER MAIN SEPARATION CANNOT BE MET.

NOTE: REQUIRED FOR ROAD CROSSINGS WITH LESS THAN 1.2m COVER

MARKER TAPE

MAGNETICALLY DETECTABLE

SCALE = N.T.S.

E7

TYPICAL TRENCH DETAIL

SCALE = N.T.S.

A7

PIPE CONCRETE ENCASEMENT DETAIL

CURB BOX, WITH CAST IRON

EXTENSION TYPE CAST IRON

TRAFFIC COVER

GRADE

BALL CURB VALVE

F.I.P. THREAD OUTLET

SERVICE PIPE

ARCH PATTERN BASE

WITH FOOT PIECE

WATER MAIN

EXISTING

SERVICE SADDLE

DOUBLE STRAP

FOR PURPOSE OF CLARITY ONLY

NOTE: CURB BOX NOT SHOWN

SERVICE PIPE

F.I.P. THREAD OUTLET

BALL CURB VALVE

AWWA TAPER THREAD INLET,

CORPORATION STOP,

DOUBLE STRAP SERVICE SADDLE

EXISTING WATER MAIN

AWWA TAPER THREAD INLET,

CORPORATION STOP

VARIES

PLAN

ELEVATION

CPVC FLARE INLET,

STRAIGHT CPVC FLARE OUTLET

CPVC FLARE INLET,

SOFT CPVC TUBE

STRAIGHT CPVC FLARE OUTLET

SOFT CPVC TUBE

B U

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IN

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PAVEMENT

SIDEWALK TO MATCH EXISTING

OR REPLACE CONCRETE

(IF SOIL IS AVAILABLE)

SEEDING & MULCHING

REPLACEMENT WITH

100mm MIN. TOPSOIL

SCALE = N.T.S.

A2

WATER MAIN CONNECTION DETAIL

COMPACTED IN 150mm LOOSE LIFTS

PIPE BEDDING MATERIAL MATERIAL

BACKFILL MATERIAL TO BE FULL DEPTH

A) UNDER & WITHIN 1.5M OF PAVED AREAS

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POST INDICATOR VALVE

WATER MAIN

BUILDING OUTLINE

CONNECTION

THRUST BLOCK AND TEE

40 mm WATER SERVICE

WATER/FIRE SERVICE

150 MM COMBINED

EDGE OF ROADWAY

12 M

AND BOX

150 mm GATE VALVE

BOLLARD (AS NECESSARY)

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DIAMETER

(PAINTED BLACK)

STANDPIPE

(PAINTED RED)

STANDPIPE

STANDARD POST INDICATOR VALVE

STANDPIPE GROUND LINE MARK

STANDPIPE

C L

(250 MAX.)

(180 MIN.)

FINISHED GRADE

GROUND LINE OR

FINISHED GRADE

GROUND LINE OR

(SEE INSET)

TAMPER SWITCH

PADLOCK

SHUT

PADLOCK

SWITCH

TAMPER

FLOW

150 mm DIAMETER

30 mm SQ.

1.5 m FROM BUILDING.

POST INDICATOR VALVE SHALL BE LOCATED AT A MINIMUM8.

AROUND THE PERIMETER OF ALL POST INDICATOR VALVES.

THERE SHALL BE 900 mm OF UNOBSTRUCTED CLEARANCE7.

AN ELECTRONIC UL LISTED TAMPER SWITCH.

ALL POST INDICATOR VALVES SHALL BE INSTALLED WITH6.

POST ASSEMBLY.

RE-ATTACH THE BODY TO THE TOP OF THE INDICATOR 5.

APPROPRIATE VALVE SIZE.

SET THE "OPEN" AND "SHUT" TARGETS FOR THE 4.

ABOVE THE TOP OF THE STANDPIPE.

CUT THE 25 mm SQ. EXTENSION AT A DISTANCE OF 230 mm3.

STANDPIPE GROUND LINE MARK.

STANDPIPE FOR THE GROUND LINE TO MATCH UP WITH

CUT THE REQUIRED LENGTH OFF THE BOTTOM OF THE 2.

POST ASSEMBLY.

REMOVE THE BODY FROM THE TOP OF THE INDICATOR1.

A F

R E

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800 (MIN.)

C-502

O

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610mm

610mm

300mm

STEEL PIPE (TYP.)

100mm DIA. CONC. FILLED

SCALE = N.T.S.

E3

TYPICAL BOLLARDS

STRENGTH OF 28 mPa

MIN. COMPRESSIVE

CONC. WITH

BOLLARDS.

2 m FROM EDGE OF TRAVELED WAY, PROVIDE PROTECTIVE

WHERE POST INDICATOR VALVE IS LOCATED LESS THAN2.

TRAVELED WAY.

PROVIDING A MINIMUM 2 m SETBACK FROM EDGE OF

LOCATE VALVE AS FAR FROM BUILDING AS POSSIBLE

IF 12 m SEPERATION FROM BUILDING IS NOT POSSIBLE

LOCATE POST INDICATOR VALVE 12 m FROM BUILDING; 1.

INSET

FIELD ADJUSTMENT INSTRUCTIONS

GENERAL NOTES:

EXTENSION

SQUARE

25 mm

WITH BODY REMOVED

POST INDICATOR ASSEMBLY

SCALE = N.T.S.

E6

TYPICAL WATER CONNECTION TO DORMITORY

SCALE = N.T.S.

A6

TYPICAL POST INDICATOR VALVE

J O

R D

A N

U D .4 P

A C

K A

G

150 MIN

600 SQ MIN

300 MIN 300 MIN

NOTES:

150mmx150mmx100mm WYE (TYP.)

1.5M (TYP)

CLEANOUT (TYP.)

LP

PROFILE

PLAN

S E

W E

R M

A

IN

F L

O W

FOUNDATION WALL

FOOTER

FINISHED FLOOR

SEWER MAIN

1/8 BENDS

WYE BRANCH

150mm P.V.C. PIPE, SDR 35

1/8 BENDS

WYE BRANCH

31m MAX. CLEANOUT REACH

(IF NEEDED)

REDUCER

150mm x 100mm

AS REQUIRED

ADDITIONAL CLEANOUTS

C O

V E

R

T Y

P m m M

IN

LP

(AS REQUIRED)

NEOPRENE COUPLING

IF REQUIRED

NEOPRENE COUPLING

(AS REQUIRED)

NEOPRENE COUPLING

ACCORDANCE WITH BUILDING CODES

PIPE TO BE INSTALLED IN

(SEE NOTE #1 & #4)

FLUSH WITH GRADE

WATERTIGHT SCREW CAP (TYP.)

SEE NOTE 4

SCALE = N.T.S.

A1

SANITARY SEWER - BUILDING SERVICE LATERAL

SCALE = N.T.S.

E6

TYPICAL SEWER ENCASEMENT DETAIL

SCALE = N.T.S.

A7

YARD CLEAN-OUT

HEAVY DUTY COVER

FINISHED GRADE LINE

ALL AROUND

SEWER PIPE

20 MPa CONCRETE

100 MIN

BELOW

150 MIN

EARTH

UNDISTURBED

NONE

SECTION

SCALE:

FOOTING

OUT SHALL BE LEVEL, FLUSH, AND SAME ELEVATION TO THE SURROUNDING AREA.

CONCRETE PAD AROUND ALL ELEMENTS. THE TOP OF THE CAST IRON CLEAN

4. IN UNPAVED AREAS CONTRACTOR SHALL CONSTRUCT A 400mm X 400mm

3. NO STORM WATER PIPING MAY BE CONNECTED TO THE LATERAL.

2. A TEE MUST BE PROVIDED FOR AIR TESTING OF THE LATERAL.

AREAS, AND SHALL BE CAST IRON IF LOCATED WITHIN PAVED AREAS.

1. PLUGS AND CLEANOUT RISERS SHALL BE PVC IF LOCATED OUTSIDE OF PAVED

LC WATER LINE

L

M

IN

M

IN

PLAN

M

IN

SECTION E6

COINCEDENT WITH PIPE JOINTS.

BEGIN AND END ENCASEMENT

NOTE: SEWER LINE

C EXIST.

150 TYP.

C-5 03 C-503

A7

A7

C O

V E

R

T Y

P m m M

IN

REQUIREMENTS.

CONCRETE, BACKFILL AND DOWNSTREAM PIPE BEDDING

SEE SPECIFICATIONS FOR PIPE MATERIALS, PIPE JOINTS,

NOTE:

ELBOW

C-503

C-503

E6

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300mm

ENTRANCE

ROUNDED

ENTRANCE

ROUNDED

VAR.

FINISHED GRADE

SCALE = N.T.S.

YARD DRAIN TYPE 2

FRAME & GRATE COVER

STORM DRAIN PIPE

PIPE CULVERT

FLOW

FLOW

KEY JT.

50 X 100

WALL REINFORCEMENT

#13 DOWELS TO MATCH

FINISHED GRADE

SCALE = N.T.S.

YARD DRAIN TYPE 1

FRAME & GRATE COVER

PIPE CULVERT

FLOW

WALL REINFORCEMENT

#13 DOWELS TO MATCH 150 WATERSTOP

CONTINUOUS

200 1220 SQUARE

ELEV OF OUTLET

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BACK OF CURB

CONTRACTION JOINTS 6.5mm EXPANSION JOINTS

13mm EXPANSION JOINT

NEW BUILDING PAD

JOINTS

6.5mm EXPANSION

INITIAL

PLAN

SEE NOTE #4

15 METERS MAXIMUM SPACING BETWEEN EXPANSION JOINTS

1.5 METERS1.5 METERS 1.5 METERS 1.5 METERS

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WALK AND ADJACENT PARALLELING CONCRETE CURB.

6. A LAYER OF 15# BUILDING FELT IS REQUIRED BETWEEN

CONCRETE SIDEWALK ABUTS CONCRETE STRUCTURE.

5. 13mm EXPANSION JOINT MATERIAL REQUIRED WHERE

IN 1 METER.

IS NO CURB, THICKEN WALK TO PROVIDE 150mm FACE

4. WHEN SIDEWALKS ABUT ROADWAY WHERE THERE

25mm DEEP OR MAY BE SAWCUT 25mm DEEP.

3. CONTRACTION JOINTS SHALL BE FORMED

AT 1.5 METER INTERVALS FOR 1.5 METER SIDEWALKS.

2. CONTRACTION JOINTS SHALL BE SPACED

1. ALL SIDEWALKS SHALL BE 100mm THICK.

NOTES:

SIDEWALK TRANSVERSE JOINT

SAWCUT

3mm MIN m m

3.00m, SEE DETAIL THIS SHEET

SAWED TRANSVERSE JOINT EVERY

100mm PCC

BASE COURSE

AGGREGATE

100mm

SCALE: NONE

PCC SIDEWALK TYPICAL SECTION

SCALE: NONE

SCALE: NONE

SCALE: NONE

SECTION

SCALE = N.T.S.

E6

CONCRETE SIDEWALK

SCALE = N.T.S.

A3

STANDARD JOINT LAYOUT FOR CONCRETE SIDEWALKS

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C:\Users\n0enmgwd\Documents\REVIT WORKING FOLDER\JR-463243A_AR - DORMITORY_n0enmgwd.rvt

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UD 2.4 - PACKAGE 3

DORMITORY AT LSA

JR-463243A - DORMITORY

SYMBOL DESCRIPTION

STRUCTURAL LEGEND

CONCRETE

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CONCRETE

MASONRY UNIT

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INDICATES ELEVATION

REFERENCE

MASONRY VENEER

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GENERAL NOTES

14. THE STRUCTURAL DRAWINGS CONTAINED HEREIN REPRESENT THE FINISHED

STRUCTURE. PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED TO

ERECT AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL ALL

STRUCTURAL WORK, INCLUDING CONNECTIONS, IS COMPLETE. THE ANALYSIS,

DESIGN, SAFETY, ADEQUACY, AND INSPECTION OF ERECTION BRACING,

SHORING FORMWORK, AND OTHER TEMPORARY SUPPORTS ARE THE SOLE

RESPONSIBILITY OF THE CONTRACTOR.

15. CONSTRUCTION MEANS, METHODS, TECHNIQUE, SEQUENCES, AND

SUPERVISION OF THE WORK ARE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR.

16. REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED AS SHOP

DRAWINGS WITHOUT WRITTEN APPROVAL OF THE CONTRACING OFFICER.

17. ALL DIMENSIONS ARE OUT TO OUT OF STRUCTURAL ELEMENTS AND DO NOT

INCLUDE ARCHITECTURAL TREATMENTS SUCH AS PLASTER FINISH. CONCRETE

AND MASONRY OPENINGS THAT ARE INDICATED ON THE FACILITY DRAWINGS

MAY VARY WITH THE EQUIPMENT PROVIDED. THE CONTRACTOR SHALL

COORDINATE OPENING REQUIREMENTS WITH ALL TRADES.

18. ALL FOOTINGS SHALL BE CENTERED ON COLUMN LINES UNLESS INDICATED

OTHERWISE.

19. MANUFACTURERS AND MODEL NUMBERS ARE LISTED TO ESTABLISH REQUIRED

QUALITY CHARACTERISTICS AND MATERIALS OR ITEMS TO BE PROVIDED. THEY

ARE NOT INTENDED TO LIMIT COMPETITION. AN APPROVED EQUAL PRODUCT

MAY BE CONSIDERED AS ACCEPTABLE.

20. SLAB OPENINGS/PENETRATIONS SIZES SHOWN ON THE FACILITY DRAWINGS ARE

APPROXIMATE. COORDINATE FINAL SIZES WITH THE EQUIPMENT PROVIDED.

21. THE UNIT OF MEASURE ASSOCIATED WITH DIMENSIONS AND ELEVATIONS IS

MILLIMETERS (mm) UNLESS OTHERWISE NOTED.

22. FOUNDATIONS HAVE BEEN DESIGNED FOR AN ASSUMED NET ALLOWABLE

BEARING CAPACITY OF 250 KPa (5,220 PSF) AND SUBGRADE MODULUS OF 30 kPa/MM. Ka AND Kp ARE ASSUMED TO BE 0.41 AND 2.46 RESPECTIVELY. THE

CONTRACTOR IS TO VERITY THAT THE MATERIAL ON WHICH FOUNDATIONS BEAR

HAS AT LEAST THE CAPACITY NOTED. SEE SECTION 31 00 00 FOR PLATE LOAD

TESTING REQUIREMETNS. THE CONTRACTING OFFICER SHALL BE NOTIFIED

IMMEDIATELY IN THE EVENT THAT SITE CONDITIONS DO NOT MEET THE DESIGN

CRITERIA.

23. FOOTING ELEVATIONS GIVEN ARE TO TOP OF FOOTING UNO.

24. ALL EXTERIOR FOOTINGS ARE TO BEAR ON BED ROCK A MINIMUM OF 1500mm

BELOW FINISHED GRADE. ELEVATIONS SHOWN ON THE DRAWINGS AT WHICH

FOUNDATIONS BEAR ARE APPROXIMATE AND MAY VARY TO SUIT SUBSURFACE

SOIL CONDITIONS. STEP IN FOOTING LOCATIONS ARE TO BE FIELD VERIFIED AND

ADJUSTED AS REQUIRED FOR SITE UTILITIES AND SO THAT FOUNDATIONS BEAR

ON MATERIAL OF AT LEAST THE CAPACITY NOTED ABOVE. CONTRACTING

OFFICER APPROVAL IS REQUIRED PRIOR TO ADJUSTING THE FOOTING

ELEVATIONS.

25. PRIOR TO PLACING CONCRETE, ANY WATER PRESENT IS TO BE PUMPED OUT

FROM THE BOTTOM OF EXCAVATIONS.

26. IMPLEMENTATION OF JOB SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE

CONTRACTOR.

27. WHEN NOT SPECIFICALLY INDICATED ON THE STRUCTURAL DRAWINGS, THE

CONTRACTOR IS RESPONSIBLE FOR DETERMINING SLEEVE AND BLOCK-OUT

REQUIREMENTS FOR PENETRATIONS PRIOR TO FABRICATION OR ERECTION OF

THE STRUCTURE. PENETRATIONS OF STRUCTURAL MEMBERS ARE SUBJECT TO

APPROVAL BY THE CONTRACTING OFFICERS REPRESENTATIVE. CONTRACTOR

IS ALSO RESPONSIBLE FOR DETERMINING ANCHORAGE AND HANGER

REQUIREMENTS REQUIRED FOR SUPPORTING EQUIPMENT, FINISHES, UTILITES

ETCETERA NOT INDICATED IN STRUCTURAL DRAWINGS.

28. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING AND COORDINATING

DIMENSIONS AND INSTALLATION DETAILS OF PURCHASED EQUIPMENT WITH THE

SUPPORTING STRUCTURE. ANY CONFLICT BETWEEN THESE ITEMS AND THE

BUILDING STRUCTURE IS TO BE BROUGHT TO THE ATTENTION OF THE

CONTRACTING OFFICER FOR RESOLUTION.

29. THE STRUCTURAL DRAWINGS GOVERN THE WORK FOR STRUCTURAL FEATURES,

UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ON PLANS AND DETAILS ARE

TO GOVERN THE STRUCTURAL WORK. THE CONTRACTOR IS TO REFER TO THE

ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND DETAILS NOT PROVIDED.

DIMENSIONAL CONFLICTS IN THE DOCUMENTS SHALL BE BROUGHT TO THE

ATTENTION OF THE CONTRACTING OFFICER.

30. FOR ADDITIONAL INFORMATION NOT COVERED IN THESE GENERAL NOTES,

REFER TO THE PROJECT SPECIFICATIONS.

GENERAL NOTES

1. STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE FOLLOWING CODES AND

SPECIFICATIONS

A. UFC 1-201-01 NON-PERMANENT DOD FACILITIES IN SUPPORT OF MILITARY

OPERATIONS, DATED 1 JANUARY 2013

B. ASCE 7-10, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER

STRUCTURES

C. ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.

D. ACI 530-11, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES

E. UFC 4-010-01 DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS

DATED 9 FEBRUARY 2012 WITH CHANGE 1 DATED 1 OCTOBER 2013

F. UFC 3-301-01, STRUCTURAL ENGINEERING, DATED 1 JUNE 2013 WITH

CHANGE 3 DATED 12 SEPT 2016

G. UFC 3-310-04 SEISMIC DESIGN FOR BUILDINGS, DATED 1 JUNE 2013 WITH

CHANGE 1 DATED 20 JUNE 2016

2. GRAVITY LOADS

A. DEAD LOADS

- 1. WEIGHTS OF BUILDING COMPONENTS

B. LIVE LOADS

- 1. RESIDENTIAL- PRIVATE ROOMS- 1.9 kPa (40 PSF)

- 2. COORIDORS, STAIRS AND EXITS- 4.8 kPa (100 PSF)

- 3. MECHANICAL, COMMUNICATIONS & ELECTRICAL ROOMS- 4.8 kPa (100

PSF)

- 4. RECREATION ROOM- 4.8 kPa (100 PSF)

- 5. ROOF LIVE LOAD- 1.9 kPa (40 PSF)

3. LATERAL LOAD DESIGN CRITERIA

A. RISK CATEGORY II

B. WIND DESIGN CRITERIA

- 1. ULTIMATE WIND SPEED: 177 km/h (110 MPH)

- 2. EXPOSURE CATEGORY- C

C. SEISMIC DESIGN CRITERIA

- 1. SEISMIC IMPORTANCE FACTOR: 1.0

- 2. SITE CLASS- D

- 3. SEISMIC DESIGN CATEGORY- D

- 4. SHORT PERIOD SPECTRAL ACCELERATION (Ss)- 0.74 g

- 5. ONE SECOND SPECTRAL ACCELERATION (S1)- 0.35 g

- 6. ANALYSIS METHOD: EQUIVALENT LATERAL FORCE PROCEDURE

- 7. SEISMIC FORCE RESISTING SYSTEM- SPECIAL REINFORCED

- CONCRETE SHEAR WALLS

- 8. RESPONSE MODIFICATION FACTOR (R)- 6.0

- 9. SEISMIC RESPONSE COEFFICIENT (Cs)- 0.099

4. USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ALL OTHER DRAWINGS.

FOR LOCATION AND DIMENSIONS OF ITEMS INCLUDING, BUT NOT LIMITED TO,

PARTITIONS, DEPRESSIONS, GROOVES, SLEEVES, CURBS, OPENINGS,

EMBEDDED, OR ATTACHED ITEMS, REFER TO ARCHITECTURAL, MECHANICAL,

ELECTRICAL, AND PLUMBING DRAWINGS.

5. ALL BUILDING ELEVATIONS ARE GIVEN AS REFERENCE ELEVATIONS TO THE

FINISHED GROUND FLOOR ELEVATION. A REFERENCE FLOOR ELEVATION OF 0.00

mm IS USED FOR THE TOP OF SLAB ON GRADE.

6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING THE

WORK AT THE JOB SITE.

7. REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT DRAWINGS TO

THE CONTRACTING OFFICER PRIOR TO BEGINNING WORK IN AREAS THAT WILL

BE AFFECTED.

8. ALL STRUCTURAL WORK AND MATERIALS SHALL CONFORM TO THE

REQUIREMENTS OF THE PROJECT SPECIFICATIONS.

9. DO NOT SCALE DRAWINGS.

10. ALL STRUCTURES SHALL BE FOUNDED ENTIRELY ON BED ROCK. PROVIDE A

MEDIUM OF LEAN CONCRETE HAVING A MINIMUM 28-DAY COMPRESSIVE

STRENGTH OF 14 MPa (2000 PSI) BETWEEN FOOTING BASES AND BED ROCK

LAYER, AS REQUIRED.

11. ALL FOOTING EXCAVATIONS SHALL BE INSPECTED AND APPROVED BY THE

CONTRACTING OFFICERS REPRESENTATIVE PRIOR TO PLACING CONCRETE.

12. WHERE CERTAIN FEATURES ARE NOT FULLY SHOWN OR DETAILED ON THE

CONTRACT DOCUMENTS, THEIR CONSTRUCTION SHALL BE OF THE SAME

CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE FULLY SHOWN OR

DETAILED.

13. DETAILS ENTITLED OR NOTED AS "TYPICAL"…