PWS_MONG_VG-19_-_Attachment_1_-_SVCS_Concept_Plans.pdf

A. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND WHAT IS REQUIRED BY

ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. IN THE CASE OF A CONFLICT,

DISAGREEMENT, OR AMBIGUITY, PROVIDE THE BETTER QUALITY. IN THE CASE OF A

CONFLICT, DISAGREEMENT, OR AMBIGUITY, PROVIDE THE GREATER QUANTITY OF

WORK.

B. ELEMENTS THAT ARE IDENTIFIED BY OTHER DISCIPLINES (e.g., CIVIL, STRUCTURAL, PLUMBING, FIRE PROTECTION, MECHANICAL, ELECTRICAL) ELSEWHERE WITHIN THE

ARCHITECTURAL SERIES OF DRAWINGS AND/OR SPECIFICATIONS, OR IDENTIFIED OR

COVERED BY DEFAULTS (e.g., SIZES, THICKNESS, SPACING, MATERIALS) IN THE

SPECIFICATIONS MAY NOT BE ANNOTATED (NOTE OR KEYNOTED) ON THESE

DRAWINGS.

C. ELEMENTS IDENTIFIED IN "LEGENDS" AND/OR "GENERAL NOTES" MAY NOT BE NOTED

IN DETAILS, OR SECTIONS, AS THESE ELEMENTS ARE IDENTIFIED IN THE LEGENDS

(e.g. FACE BRICK, CMU, WINDOWS)

D. REFER TO "ASSEMBLIES" FOR MATERIALS AND COMPONENTS THAT MAKE UP THAT

PARTICULAR ASSEMBLY (e.g., EXTERIOR WALL ASSEMBLIES, ROOF ASSEMBLIES, AND

FIRE-RATED ASSEMBLIES). ONCE A PARTICULAR ASSEMBLY HAS BEEN IDENTIFIED

ON ONE DRAWING, THAT SAME ASSEMBLY GRAPHIC SHALL APPLY TO ALL OTHER

SIMILAR LOCATIONS UNLESS SPECIFICALLY INDICATED OTHERWISE. PROVIDE THAT

SAME ASSEMBLY AT THE SIMILAR LOCATION WHETHER THE ASSEMBLY GRAPHIC

SYMBOL IS SHOWN OR NOT.

E. VERIFY ALL DIMENSIONS, INCLUDING DIMENSIONS ON STRUCTURAL DRAWINGS AND

OTHER ARCHITECTURAL DRAWINGS. IMMEDIATELY NOTIFY ARCHITECT OF ANY

DISCREPANCIES.

F. NOT USED.

ARCHITECTURAL GENERAL NOTES

k

KEYNOTES

ENLARGED PLAN OR WALL SECTION TITLE

1/4"=1'-0"

A7.1

ENLARGED PLAN OR WALL SECTION NUMBER

DRAWING NUMBER WHERE ENLARGED PLAN OR WALL SECTION IS INDICATED

DRAWING NUMBER WHERE ENLARGED PLAN OR WALL SECTION IS CUT

ADDITIONAL DRAWING NUMBERS WHERE ENLARGED PLAN OR WALL

SECTION IS CUT

A2.1

A2.3

A2.6

ARCHITECTURAL GRAPHIC SYMBOL LEGEND

1. KEYNOTES ARE GENERALLY ASSOCIATED WITH A SERIES OF DRAWINGS (e.g., A3.2.n, A5.1.n); THEREFORE KEYNOTE NUMBERS FROM SERIES TO SERIES WILL

VARY (i.e., KEYNOTE NO. 1 IN THE A3.2.n SERIES WILL BE DIFFERENT FROM

KEYNOTE NO. 1 IN THE A5.1.n SERIES).

n nnn n n/n"

KEYNOTE (1 TO 2 DIGITS)

KEYNOTE (3 DIGITS ONLY)

SIZE; THICKNESS; OR OTHER

DESCRIPTIVE INFORMATION

REFER TO

A3.0.1 FOR

FINISH

SCHEDULE

REFER TO

A3.1.1 FOR

SCHEDULE

SPACE NAME

SPACE NUMBER

SQUARE FOOTAGE, IF INDICATED

BUILDING "PART" NUMBER

IN MULTI-PART BUILDING

SUPERVISOR'S

OFFICE

100 SF

A101

SPACE

DOOR

FIRE RATING IN MINUTES (IF INDICATED)

DOOR SUFFIX LETTER WHEN MORE

THAN ONE DOOR PER SPACE

SPACE NUMBER

A101C

STL

AW

AS

CW

LVR

GBLK

STEEL FRAME NUMBER

ALUMINUM WINDOW NUMBER

ALUMINUM STOREFRONT NUMBER

CURTAIN WALL NUMBER

LOUVER NUMBER

GLASS BLOCK NUMBER

JOINT

ELEVATION OR BUILDING SECTION TITLE

1/4"=1'-0"

A

A4.1

ELEVATION OR BUILDING SECTION LETTER

DRAWING NUMBER WHERE ELEVATION OR BUILDING SECTION IS INDICATED

DRAWING NUMBER WHERE ELEVATION OR BUILDING SECTION IS CUT

ADDITIONAL DRAWING NUMBERS WHERE ELEVATION OR BUILDING SECTION IS CUT

A2.0.1

A2.0.2

A2.0.3

PLAN TITLE

1/8"=1'-0"

DETAIL TITLE

1/2"=1'-0"

A5.2

DETAIL NUMBER OR LETTER

DRAWING NUMBER WHERE DETAIL IS INDICATED

DRAWING NUMBER WHERE DETAIL IS CUT

ADDITIONAL DRAWING NUMBERS WHERE DETAIL IS CUT

A5.1

A5.3

A5.7

A2.1

A2.1

A2.1

A2.1

A7.1

A7.1

2 4

WALL OR MISC SECTION WHERE CUT

WALL SECTION NUMBER

DRAWING NUMBER WHERE

WALL SECTION IS INDICATED

DETAIL OR ENLARGED PLAN WHERE CUT

DETAIL OR ENLARGED PLAN NUMBER

DRAWING NUMBER WHERE DETAIL

OR ENLARGED PLAN IS INDICATED

BUILDING SECTION WHERE CUT

INTERIOR OR EXTERIOR ELEVATION WHERE CUT

SECTION NUMBER

DRAWING NUMBER WHERE SECTION

IS INDICATED

ELEVATION NUMBER

DRAWING NUMBER WHERE ELEVATION IS INDICATED

MULTIPLE ELEVATIONS

1 CASEWORK TITLE

1/4"=1'-0"

CASEWORK ELEVATION NUMBER

REFER TO A3.1.n

FOR TYPES

REFER TO A3.1.n

FOR TYPES

REFER TO A3.1.n

FOR TYPES

REFER TO A3.1.n

FOR TYPES

REFER TO A3.1.n

FOR TYPES

REFER TO A3.1.n

FOR TYPES

REFER TO A0.2

FOR LEGEND

SURFACE MOUNT FEC: TOP OF CABINET AT 4'-0" AFF

FEC

1T EQUIPMENT TYPE

INTERIOR ARCHITECTURAL

WOODWORK (CASEWORK)

ELEVATION

ROOF ASSEMBLY

FIRE-RATED ASSEMBLY

WALL ASSEMBLY

GLAZING/GLASS TYPES

PLAN NORTH (MAY DIFFER

FROM POLAR NORTH)

RFAn

Xn

WAn n

A8.1A8.3

MATCH LINE

WORKING POINT

DATUM POINT

CENTERLINE

REFER TO

A8.1.1 FOR

ELEVATIONS

REFER TO A10.1

FOR LEGEND

REFER TO LS1.1

FOR LEGEND

REFER TO A5.1.1

FOR LEGEND

REFER TO A3.1.n

FOR LEGEND

TOILET ASSEMBLYTAn

REFER TO A7.1.1

FOR LEGEND

PLATE

WPT

C L

PL

REFER TO

A0.2 FOR

LEGEND SB=SMOKE BARRIER

SP=SMOKE PARTITION

IU=INCIDENTAL USE

Xn-XX

WALL PARTITION TYPE

FIRE RESISTANCE RATING

IN HOURSXn-n

WALL PARTITION TYPE

SEMI-RECESSED FEC: T.O. MASONRY OPENING AT 4'-0" AFF

FEC

FULLY-RECESSED FEC: T.O. MASONRY OPENING AT 4'-0" AFF

FEC

BRACKET: MOUNT BRACKET AT 4'-0" AFF

FEB

A

STRUCTURAL GRID LINE

WITH DESIGNATIONS

ARCHITECTURAL MATERIALS LEGEND

EARTH

POROUS FILL

CONCRETE

FACE BRICK

SPLIT-FACE BLOCK

CONCRETE

MASONRY UNIT

GROUTED SOLID

CONCRETE

MASONRY UNIT

NOTE: PROVIDE 100% SOLID, PLANT-

CAST UNITS WHERE CORE HOLES

WOULD BE VISIBLE WITHIN FINISH

SPACE (E.G., WINDOW SILLS)

ARCHITECTURAL

PRECAST CONCRETE

BATT INSULATION

RIGID INSULATION

SPRAYED

POLYURETHANE

FOAM

WOOD SHIM

WOOD BLOCKING -

CONTINUOUS

FINISHED WOOD

PLYWOOD

GYPSUM BOARD /

SHEATHING

STONE

CAST STONE

MASONRY

A

M

T TREAD

T&G TONGUE & GROOVE

T.O. TOP OF

TB TACKBOARD

TEL TELEPHONE

TERR-C TERRAZZO CEMENTITIOUS

TERR-E TERRAZZO EPOXY

TERR-R TERRAZZO RUBBERIZED

THHD THRESHOLD

THK THICKNESS, THICK

TOS TOP OF STEEL

TOW TOP OF WALL

TS TACK STRIP

TV TELEVISION

TYP TYPICAL

UC UNDERCUT

UG UNDERGROUND

UH UNIT HEATER

UNO UNLESS NOTED (INDICATED) OTHERWISE

VAT VINYL ASBESTOS TILE

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VDB VISUAL DISPLAY BOARD

VERT VERTICAL

VEST VESTIBULE

VFCT VINYL FREE COMPOSITION TILE

VFWC VINYL FREE WALLCOVERING

VIF VERIFY IN FIELD

VR VAPOR RETARDER

VT VINYL TILE

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WIDE, WIDTH

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WCP WOOD CEILING PANEL

WD WOOD

WDW WINDOW

WP WATERPROOFING

WPT WORKING POINT

WSCT WAINSCOT

WSF WOOD SPORTS FLOORING

WT WEIGHT

WWF WELDED WIRE FABRIC

XPS EXTRUDED POLYSTYRENE

H HIGH

HB HOSE BIBB

HBD HARDBOARD

HDC HOLD DOWN CLIPS

HDNR HARDENER

HDWD HARDWOOD

HDWR HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HPC HIGH PERFORMANCE COATINGS

HPFP HIGH PERFORMANCE FLOOR PAINT

HT HEIGHT

HVAC HEATING, VENTILATING, AIR CONDITIONING

ID INSIDE DIAMETER

IN INCH, INCHES

INCL INCLUDE, INCLUDING

INFO INFORMATION

INST INSTALLATION

INSUL INSULATION

INT INTERIOR

IRWC IMPACT RESISTANT WALL COVERING

IWB INTERACTIVE WHITE BOARD

JAN JANITOR

JCT JUNCTION

JT JOINT

L LENGTH/LONG

LAB LABORATORY

LAHJ LOCAL AUTHORITY HAVING JURISDICTION

LAM LAMINATE

LAV LAVATORY

LH LEFT HAND

LIN LINOLEUM

LKR LOCKER

LMC LINEAR METAL CEILING

LPS LAMINATE PANEL SYSTEM

LT LIGHT

LVR LOUVER

M METER

MACH MACHINE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MB MARKERBOARD

MCM METAL COMPOSITE MATERIAL

MCP METAL CEILING PANEL

MDO MEDIUM DENSITY OVERLAY

MECH MECHANICAL

MED MEDIUM

MEMB MEMBRANE

MFR MANUFACTURER

MIF MULTICOLOR INTERIOR FINISHING

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING

MO MASONRY OPENING

MPS MANUAL PROJECTION SCREEN

MR MAP RAIL

MT MOUNT

MTD MOUNTED

MTL METAL

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO. NUMBER

NOM NOMINAL

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

OPNG OPENING

OPP HD OPPOSITE HAND

OVHD OVERHEAD

P-TILE PORCELAIN TILE

PC PRECAST

PERF PERFORATED, PERFORATION(S)

PERIM PERIMETER

PIP POURED IN PLACE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLWD PLASTIC LAMINATE WOOD

PLYWD PLYWOOD

PNL PANEL, PANELING

POLY POLYETHYLENE

PPS POWER PROJECTION SCREEN

PPT PRESSURE- OR PRESERVATIVE-TREATED

PR PAIR

PREFAB PREFABRICATED

PREFIN PREFINISHED

PREP PREPARE / PREPARATION

PS PROJECTION SCREEN

PSB PENCIL SHARPENER BLOCK

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT

PTN PARTITION

PTS PNEUMATIC TUBE SYSTEM

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

PVWC PERFORATED VINYL WALL COVERING

QSM QUARTZ SURFACING MATERIAL

QT QUARRY TILE

QTY QUANTITY

R RISER, RADIUS

R/W RIGHT OF WAY

RAD RADIUS

RAF RESILIENT ATHLETIC FLOORING

RB RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REFG REFRIGERATOR

REINF REINFORCING, REINFORCE(D)

REM RECESSED ENTRY MAT

REQ'D REQUIRED

RES RESINOUS FLOORING

RFT RUBBER FLOOR TILE

RH RIGHT HAND

RL RAIN LEADER

RM ROOM

RO ROUGH OPENING

RSF RUBBER SHEET FLOORING

RSR RESILIENT STAIR RISER

RST RESILIENT STAIR TREAD

RT RIGHT

RTU ROOFTOP UNIT

SAB SOUND ATTENUATION BLANKET

SC-PLK SECURITY CEILING PLANK

SC-PNL SECURITY CEILING PANEL

SCH SCHEDULE

SF SQUARE FEET / FOOT

SFRM SPRAYED FIRE RESISTANT MATERIAL

SHM SECURITY HOLLOW METAL

SHTG SHEATHING

SIM SIMILAR

SPEC SPECIFICATION

SPF SPRAYED POLYURETHANE FOAM

SPR SPRINKLER

SQ SQUARE

SQ FT SQUARE FEET / FOOT

SRD SECONDARY ROOF DRAIN

SS STAINLESS STEEL

SSM SOLID SURFACE MATERIAL

ST STREET

STC SOUND TRANSMISSION COEFFICIENT

STD STANDARD

STL STEEL

STRUCT STRUCTURAL

SUSP SUSPENDED

SV SHEET VINYL

SWM SECURITY WOVEN MESH / WOVEN ROD

SYM SYMMETRICAL

A-PT ACCENT PAINT

ABS AIR BARRIER SYSTEM

ABV ABOVE

ACP ACOUSTICAL CEILING PANEL

ACT ACOUSTICAL CEILING TILE

ACW ALUMINUM CLAD WINDOW

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AHJ AUTHORITY HAVING JURISDICTION

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

AP ACCESS PANEL

APC ARCHITECTURAL PRECAST CONCRETE

ARC ABUSE RESISTANT COATING

AS ALUMINUM STOREFRONT

AUTO AUTOMATIC

AVG AVERAGE

AW ALUMINUM WINDOW

AWC ACOUSTICAL WALL COVERING

AWP ACOUSTICAL WALL PANEL

BD BOARD

BF BARRIER FREE (ADA or A117.1)

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

BRG BEARING

BTWN BETWEEN

BUR BUILT-UP ROOF

C CARPET

C-TILE CARPET TILE

CAB CABINET

CB CHALKBOARD

CCTV CLOSED CIRCUIT TELEVISION

CEM CEMENT

CFSF-NS COLD FORMED STEEL FRAMING, NON-STRUCTURAL

CFSF-S COLD FORMED STEEL FRAMING, STRUCTURAL

CG CORNER GUARD

CI CONTINUOUS INSULATION

CIPC CAST IN PLACE CONCRETE

CJ CONTROL JOINT

CL CLOSET

CLG CEILING

CLR CLEAR

CM CENTIMETER

CMBD CEMENT BOARD

CMU CONCRETE MASONRY UNIT

CMU-A CONCRETE MASONRY UNIT - ACOUSTICAL

CMU-GF CONCRETE MASONRY UNIT - GROUND FACE

CMU-GLZ CONCRETE MASONRY UNIT - GLAZED

CMU-SPLF CONCRETE MASONRY UNIT - SPLIT FACE

CO CLEANOUT

COL COLUMN

CONC CONCRETE

CONC-P CONCRETE WITH PIGMENT

CONC-SLR CONCRETE WITH SEALER / HARDENER

CONC-ST CONCRETE WITH STAIN

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CORR CORRIDOR

CSMU CAST STONE MASONRY UNIT

CT CERAMIC TILE

CTSK COUNTERSINK, COUNTERSUNK

CU FT CUBIC FEET / FOOT

CUST CUSTODIAN / CUSTODIAL

CW ALUMINUM CURTAIN WALL

CWFD CEMENTITIOUS WOOD FIBER DECK

D DEPTH/DEEP

DBL DOUBLE

DEMO DEMOLITION

DETE DETENTION

DF DRINKING FOUNTAIN

DG DOOR GRILLE

DHM DETENTION HOLLOW METAL

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIV DIVISION

DL DOOR LOUVER

DN DOWN

DP DAMPPROOFING

DR DISPLAY RAIL

DS DOWNSPOUT

DTL DETAIL

DWG DRAWING

DWR DRAWER

EA EACH

EF EXHAUST FAN

EFS EXTERIOR FINISH SYSTEM

EIFS EXTERIOR INSULATION & FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELAS ELASTOMERIC

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

EPS EXPANDED POLYSTYRENE

EPX EPOXY

EQ EQUAL

EQUIP EQUIPMENT

ETR EXISTING TO REMAIN

EWC ELECTRIC WATER COOLER

EX EXISTING

EXH EXHAUST

EXP EXPANSION

EXPC EXPOSED CONSTRUCTION

EXT EXTERIOR

FAAF FLUID APPLIED ATHLETIC FLOORING

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEB FIRE EXTINGUISHER BRACKET

FEC FIRE EXTINGUISHER CABINET

FF FINISHED FLOOR

FGL FIBERGLASS

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FHVC FIRE HOSE VALVE CABINET

FIN FINISHED

FLR FLOOR

FLRG FLOORING

FND FOUNDATION

FO FACE OF

FRM FRAME

FRP FIBERGLASS REINFORCED PLASTIC

FRT FIRE RETARDANT TREATED

FT FOOT, FEET

FTG FOOTING

FURN FURNITURE

FVC FIRE VALVE CABINET

FWC FABRIC WALL COVERING

GA GAUGE

GAL GALLON

GALV GALVANIZED

GB GYPSUM BOARD

GB-AR GYPSUM BOARD - ABUSE RESISTANT

GB-IR GYPSUM BOARD - IMPACT RESISTANT

GB-S GYPSUM BOARD - SECURITY

GFRC GLASS FIBER REINFORCED CONCRETE

GFRG GLASS FIBER REINFORCED GYPSUM

GL GLASS, GLAZING

GL-BLK GLASS BLOCK

GPM GALLONS PER MINUTE

GRT GROUT

GSFT GLAZED STRUCTURAL FACING TILE

GT GLASS TILE

GWT GLAZED WALL TILE

GYP GYPSUM

ARCHITECTURAL ABBREVIATIONS

514' - 0" 16' - 0"

16' - 0" 114' - 0" 300' - 0" 100' - 0" 16' - 0"

GENERAL NOTES

A. DEPARTMENT OF MILITARY AFFAIRS WILL PROVIDE ACCESS TO THE SITE.

B. VERIFY ALL DIMENSIONS.

C. CONFIRM THE SITE LAYOUT AND GRADING REQUIREMENTS PRIOR TO

CONSTRUCTION WITH DEPARTMENT OF MILITARY AFFAIRS.

A

M

1/32" = 1'-0"

ARCHITECTURAL SITE PLAN

APPLIES TO DRAWINGS A1.1

1 16' +/- GRAVEL PERIMETER ROAD

2 EXISTING STANDING TIMBER

3 GRAVEL PARKING AREA

4 GRAVEL AREA FOR CONTAINERS AND CIRCULATION

5 VEHICULAR ACCESS GATE

6 EXISTING ACCESS ROAD

7 SHIPPING CONTAINERS, REFER TO FLOOR PLANS

A. ALL HANDRAILS AND LADDERS SHALL BE HOT DIPPED GALVANIZED STEEL.

B. SEAL CONTAINER "ROOFS" (TOP HORIZONTAL SURFACES) TO PREVENT RAIN AND

SNOW FROM ENTERING THE CONTAINERS.

C. PAINT OUTSIDE OF THE CONTAINERS LIGHT GRAY.

D. PAINT ALL LADDERS AND HANDRAILS OSHA SAFETY YELLOW UNLESS INDICATED

OTHERWISE.

FLOOR PLAN GENERAL NOTES

DCBA

40' - 0"

23' - 6" 8' - 6" 8' - 0"

A5.0

A5.0

CONTAINER 3

(BELOW)

CONTAINER 1

(BELOW)

CONTAINER 2

CONTAINER 4

TOP OF CONTAINER BELOW

TOP OF CONTAINER BELOW

3' - 0"

2' - 6"

2' - 6"3' - 0"

DCBA

40' - 0"

23' - 6" 8' - 6" 8' - 0"

A5.0

A5.0

CONTAINER 3

(BELOW)

CONTAINER 1

(BELOW)

CONTAINER 2

CONTAINER 4

(BELOW)

TOP OF CONTAINER BELOW

TOP OF CONTAINER BELOW

7 2

DCBA

40' - 0"

23' - 6" 8' - 6" 8' - 0"

A5.0

A5.0

CONTAINER 3

(BELOW)

CONTAINER 1

(BELOW)

CONTAINER 2

CONTAINER 4

(BELOW)

TOP OF CONTAINER BELOW

TOP OF CONTAINER BELOW

T O

P

O

F

C

O N

T A

I N

E R

B

E L O

W

DCBA

40' - 0"

23' - 6" 8' - 6" 8' - 0"

A5.0

A5.0

CONTAINER 3

CONTAINER 1

CONTAINER 2

2' - 3" 2' - 6"

2' - 3" 2' - 6"

4' - 0"

A

M

APPLIES TO DRAWINGS A2.1

1 REMOVE CONTAINER DOORS PRIOR TO STANDING UPRIGHT. (ORIENT

CONTAINER #2 WITH DOOR ENDS TOWARDS THE GROUND)

2 OSHA COMPLIANT STEEL LADDER

3 PLACE RUBBLE IN THE BOTTOM OF THE VERTICAL CONTAINER TO

APPROXIMATELY 10 FEET ABOVE GRADE.

4 OPEN TO BELOW

5 SOLAR POWERED EXHAUST FAN

6 SIDE WALL LOUVER

7 PAINT LADDER AND ASSOCIATED SAFETY CAGE OSHA SAFETY RED

8 4" THICK CONCRETE PAD

9 ORIENT "TOP" OF CONTAINER 2 FACING THIS SIDE

10 ORIENT "BOTTOM" OF CONTAINER 2 FACING THIS SIDE

11 SELF-ADHERED STAINLESS STEEL FLEXIBLE FLASHING AROUND RAPPEL

ANCHOR POINTS

1/4" = 1'-0"

LEVEL 2 PLAN

1/4" = 1'-0"

LEVEL 3 PLAN

1/4" = 1'-0"

LEVEL 4 PLAN

1/4" = 1'-0"

LEVEL 1 PLAN

GENERAL NOTES

B. SEAL CONTAINER "ROOFS" (TOP HORIZONTAL SURFACES) TO PREVENT RAIN AND

SNOW FROM ENTERING THE CONTAINERS.

C. PAINT ALL EXTERIOR SURFACES OF THE CONTAINERS LIGHT GRAY.

A. PAINT ALL LADDERS AND HANDRAILS OSHA SAFETY YELLOW UNLESS INDICATED

OTHERWISE.

E. ALL SAFETY RAILINGS AND LADDERS SHALL BE OSHA COMPLIANT.

Level 1

0"

Level 2

8' - 6"

LEVEL 3

17' - 0"

DCBA

LEVEL 4

40' - 0"

A5.0

CONTAINER 1 CONTAINER 4

CONTAINER 2

2' - 3" 2' - 6"

Level 1

0"

Level 2

8' - 6"

LEVEL 3

17' - 0"

1 2 3 4 5

LEVEL 4

40' - 0"

A5.0

CONTAINER 4

CONTAINER 3 CONTAINER 2 CONTAINER 1

1' - 8" 15' - 3"

Level 1

0"

Level 2

8' - 6"

LEVEL 3

17' - 0"

12345

LEVEL 4

40' - 0"

A5.0

CONTAINER 4

CONTAINER 3

CONTAINER 2

CONTAINER 1

3' - 2" 1' - 8" 3' - 2"

Level 1

0"

Level 2

8' - 6"

LEVEL 3

17' - 0"

D C B A

LEVEL 4

40' - 0"

A5.0

CONTAINER 4

CONTAINER 2

CONTAINER 3

2' - 6" 2' - 3"

PROJECT NO:

A

M

545427

APPLIES TO DRAWINGS A4.1

1 REMOVE CONTAINER DOORS PRIOR TO STANDING UPRIGHT. (ORIENT

CONTAINER #2 WITH DOOR ENDS TOWARDS THE GROUND)

2 PROVIDE DOUBLE DOOR JUST ABOVE THE TOP OF THE RUBBLE FOR

EMERGENCY ACCESS AND ESCAPE.

3 ROOF HATCH

4 SAFETY RAILING

5 OSHA COMPLIANT CAGE LADDER

6 "BOTTOM" OF CONTAINER 2

7 "TOP" OF CONTAINER 2

8 TOP OF RUBBLE (INSIDE CONTAINER)

9 SIDE WALL LOUVER

10 SOLAR POWERED EXHAUST FAN (QTY 1 PER CONTAINER)

1/4" = 1'-0"A4.1

SOUTH ELEVATION3

1/4" = 1'-0"A4.1

EAST ELEVATION2

1/4" = 1'-0"A4.1

WEST ELEVATION4

1/4" = 1'-0"A4.1

NORTH ELEVATION1

B. SEAL CONTAINERS "ROOFS" (TOP HORIZONTAL SURFACES) TO PREVENT RAIN AND

SNOW FROM ENTERING THE CONTAINERS.

C. PAINT ALL EXTERIOR SURFACES OF THE CONTAINERS LIGHT GRAY.

D. PAINT ALL LADDERS AND HANDRAILS OSHA SAFETY YELLOW UNLESS INDICATED

OTHERWISE

E. ALL SAFETY RAILINGS AND LADDERS SHALL BE OSHA COMPLIANT

F. THE RUBBLE WILL CONSIST OF A COMBINATION OF OWNER FURNISHED AND

CONTRACTOR INSTALLED PIECES IN ADDITION TO CONTRACTOR FURNISHED AND

INSTALLED ITEMS.

a. THE OWNER WILL PROVIDE A LIST OF ITEMS THAT WILL BE REQUIRED FOR USE

AS RUBBLE. THE LIST WILL IDENTIFY THE TYPE AND QUANTITY OF ITEMS THAT

WILL BE FURNISHED BY THE OWNER AND INSTALLED BY THE CONTRACTOR.

RELOCATE THE OWNER FURNISHED ITEMS FROM OTHER LOCATIONS IDENTIFIED

BY THE OWNER ON FORT PICKETT, AND INSTALL THEM WITHIN THE SETA

TRAINING APPARATUS.

b. PROVIDE THE OWNER WITH CUT-SHEETS THAT INCLUDE INFORMATION ABOUT

THE STRENGTHS OF THE MATERIALS FOR ALL CONTRACTOR PROVIDED

"RUBBLE".

BUILDING SECTION GENERAL NOTES

Level 1

0"

Level 2

8' - 6"

LEVEL 3

17' - 0"

1 2 3 4 5

LEVEL 4

40' - 0"

A5.0

Level 1

0"

Level 2

8' - 6"

LEVEL 3

17' - 0"

D C B A

LEVEL 4

40' - 0"

A5.0

3' - 2" 1' - 8"

LVR

LOUVER

STL

CANT STRIP AS REQUIRED BY

TRAFFIC COATING

MANUFACTURER

SPLICE AND OVERLAP FLEXIBLE

FLASHING TO CREATE CONTINUOUS

SEAM TO WALL PANEL

1" MIN SUPPORT

("VALLEY")

1 1/2"

M

I N

O

V E

R L A

P

A

M

APPLIES TO DRAWINGS A5.1

1 REMOVE CONTAINER DOORS PRIOR TO STANDING UPRIGHT.

2 PROVIDE DOUBLE DOOR JUST ABOVE THE TOP OF THE RUBBLE FOR

EMERGENCY ACCESS AND ESCAPE.

3 ROOF HATCH

4 SAFETY RAILING

5 OSHA COMPLIANT CAGE LADDER

6 PLACE RUBBLE IN THE BOTTOM OF THE VERTICAL CONTAINER TO

APPROXIMATELY 10 FEET IN HEIGHT.

7 OSHA COMPLIANT STEEL LADDER

8 1.5" O.D. GUARDRAIL 42" AFF

9 1.5" O.D. BALUSTER

10 STEEL FRAME

11 COORDINATE VERTICAL DOOR HEAD LOCATION TO COINCIDE WITH

"VALLEY" OF SHIPPING CONTAINER SIDE PANEL

12 SHIPPING CONTAINER WALL PANEL

13 HSS TUBE

14 BENT PLATE

15 PPT WD BLOCKING TO FILL FLUTES AROUND OPENING

16 SELF-ADHERED STAINLESS STEEL FLEXIBLE FLASHING

17 SUPPLEMENTAL STEEL FRAMING AROUND OPENING

18 "ROOF HATCH" W/ INTEGRAL CURB

19 WATERPROOF TRAFFIC COATING - EXTEND MIN 8" PAST EDGE OF

FLASHING AND VERTICALLY OVER FLASHING

20 SIDE WALL LOUVER

21 SOLAR POWERED EXHAUST FAN (QTY 1 PER CONTAINER)

22 14 GA BENT PLATE CONNECT TO HSS W/ [2] 0.157 DIA PAF @ 12" OC;

CONNECT TO DECK W/ [1] #12 TEK SCREW IN EA FLUTE; FIELD VERIFY

TOP LEG LENGTH TO PROVIDE 1" MIN "ROOF DECK" SUPPORT

1/4" = 1'-0"A2.1 A5.0

BUILDING SECTION1

1/4" = 1'-0"A2.1 A5.0

BUILDING SECTION4

NO SCALE

DOOR TYPE

NO SCALE

FRAME TYPE

BUILDING SECTIONS & DETAILS KEYNOTES

DOOR SCHEDULE

NUMBER

DOOR FRAME

COMMENTSTYPE SIZE (NOMINAL) MATL LOUVER GLAZING TYPE NUMBER

DETAILS

HEAD JAMB

1 PR 3'-0"X7'-0"X1-3/4" 12X12 -- STL 1 7 5

TYP 3" = 1'-0"A5.0

DETAIL3

NO SCALEA5.0

HEAD DETAIL7

NO SCALEA5.0

JAMB DETAIL5

NO SCALEA5.0

SILL DETAIL6

LVR

TYP 3" = 1'-0"A5.0

DETAIL2

GENERAL NOTES

A. ALL HANDRAILS AND LADDERS SHALL BE HOT DIPPED GALVANIZED STEEL

B. PAINT ALL LADDERS AND HANDRAILS OSHA SAFETY YELLOW UNLESS INDICATED

OTHERWISE

C. ALL SAFETY RAILINGS SHALL BE OSHA COMPLIANT

FLOOR OF CONTAINER 1 & 3

FLOOR OF CONTAINER 4

V

I F

2' - 0"

T

Y P

PRE-MANUFACTURED

GALVANIZED STEEL LADDER

RUNG WITH SLIP RESISTANT

TREAD WELDED TO STRINGERS

GALVANIZED STEEL PIPE

STINGER (TYPICAL OF 2)

2' - 8"

7 1/4"2' - 4"4"

SOLID STL BAR RUNGS PLUG WELD TO STRINGERS

FACE OF WALL

FLAT BAR STRINGERS WITH ROUNDED TOP

BENT PLATE WELD TO STRINGER AND ANCHOR TO WALL

VERTICAL STEEL SAFETY BARS WELD TO INSIDE OF SAFETY HOOPS

ROOF OF

CONTAINER

ROOF OF CONTAINER OR

GRADE AS APPLICABLE

BENT PLATE

BENT PLATE WELD

ANGLE TO STRINGER

TYP EACH SIDE

M

A X

2' - 0"

M

I N

T

Y P

SOLID STL BAR

RUNGS PLUG WELD

TO STRINGERS

FLAT BAR STRINGERS

STEEL SAFETY

HOOPS AT TOP AND

BOTTOM LOCATIONS

STEEL SAFETY

HOOPS AT

INTERMEDIATE

LOCATIONS

VERTICAL STEEL

SAFETY BARS

STEEL SAFETY

HOOPS AT TOP AND

BOTTOM LOCATIONS

E Q

E Q

EQEQ

A5.1

TOP OF

CONTAINER

1.5" PIPE RAILING

L3X3X1/4X0'-4"

3/16

TYP EA END

3/16

SHIPPING CONTAINER

T

Y

P FLOOR OF CONTAINER 4

ROOF OF CONTAINER 4

PRE-MANUFACTURED GALVANIZED STEEL

LADDER RUNG WITH SLIP RESISTANT

TREAD WELDED TO STRINGERS

GALVANIZED STEEL PIPE STRINGER

(TYPICAL OF 2)

2' - 0"

V

I F

ROOF HATCH

A

M

TYP 1/2" = 1'-0"A5.1

DETAIL1

TYP 1/2" = 1'-0"A5.1

DETAIL5

TYP 1/2" = 1'-0"A5.1

DETAIL3

TYP 6" = 1'-0"A5.1

DETAIL4

APPLIES TO DRAWINGS A5.1

1 REMOVE CONTAINER DOORS PRIOR TO STANDING UPRIGHT.

2 PROVIDE DOUBLE DOOR JUST ABOVE THE TOP OF THE RUBBLE FOR

EMERGENCY ACCESS AND ESCAPE.

3 ROOF HATCH

4 SAFETY RAILING

5 OSHA COMPLIANT CAGE LADDER

6 PLACE RUBBLE IN THE BOTTOM OF THE VERTICAL CONTAINER TO

APPROXIMATELY 10 FEET IN HEIGHT.

7 OSHA COMPLIANT STEEL LADDER

8 1.5" O.D. GUARDRAIL 42" AFF

9 1.5" O.D. BALUSTER

10 STEEL FRAME

11 COORDINATE VERTICAL DOOR HEAD LOCATION TO COINCIDE WITH

"VALLEY" OF SHIPPING CONTAINER SIDE PANEL

12 SHIPPING CONTAINER WALL PANEL

13 HSS TUBE

14 BENT PLATE

15 PPT WD BLOCKING TO FILL FLUTES AROUND OPENING

16 SELF-ADHERED STAINLESS STEEL FLEXIBLE FLASHING

17 SUPPLEMENTAL STEEL FRAMING AROUND OPENING

18 "ROOF HATCH" W/ INTEGRAL CURB

19 WATERPROOF TRAFFIC COATING - EXTEND MIN 8" PAST EDGE OF

FLASHING AND VERTICALLY OVER FLASHING

20 SIDE WALL LOUVER

21 SOLAR POWERED EXHAUST FAN (QTY 1 PER CONTAINER)

22 14 GA BENT PLATE CONNECT TO HSS W/ [2] 0.157 DIA PAF @ 12" OC;

CONNECT TO DECK W/ [1] #12 TEK SCREW IN EA FLUTE; FIELD VERIFY

TOP LEG LENGTH TO PROVIDE 1" MIN "ROOF DECK" SUPPORT

TYP 1/2" = 1'-0"A5.1

DETAIL2

BUILDING SECTION KEYNOTES

1. CLASSIFICATION OF BUILDING

RISK CATEGORY (IBC TABLE 1604.5) II

2. FLOOR LIVE LOADS UNIFORM CONCENTRATED

CONTAINER FLOOR 60 PSF 2000 LB

CONCENTRATED LOAD APPLIED OVER 2'-6" x 2'-6" AREA.

REDUCTION OF FLOOR LIVE LOAD HAS NOT BEEN UTILIZED.

3. ROOF LIVE LOADS

MINIMUM ROOF LIVE LOAD 20 PSF 660 LB

CONCENTRATED LOAD APPLIED OVER 2'-0" x 1'-0" AREA.

REDUCTION OF MINIMUM ROOF LIVE LOAD HAS NOT BEEN UTILIZED.

4. ROOF SNOW LOAD

GROUND SNOW LOAD (Pg) 20 PSF IMPORTANCE FACTOR (ls) 1.0 EXPOSURE FACTOR (Ce) 1.0 THERMAL FACTOR (Ct) 1.2 FLAT ROOF SNOW LOAD (Pf = 0.7 x Ce x Ct x ls x Pg) 16.8 PSF MINIMUM Pf FOR Pg = 20 PSF OR LESS

Pf min = I x Pg 20 PSF

5. WIND DESIGN DATA

ULTIMATE DESIGN WIND SPEED (3 SECOND GUST) 115 MPH

NOMINAL DESIGN WIND SPEED (3 SECOND GUST) 89 MPH

EXPOSURE B

INTERNAL PRESSURE COEFFICIENT (GCpi) ±0.18 (ENCLOSED)

COMPONENTS AND CLADDING WIND PRESSURE PER IBC & ASCE7

6. SEISMIC DESIGN DATA

SEISMIC DESIGN CATEGORY B

SEISMIC IMPORTANCE FACTOR (le) 1.00

SITE CLASS D (ASSUMED)

MAPPED SPECTRAL RESPONSE ACCELERATIONS

(Ss) 0.166 (S1) 0.065

DESIGN SPECTRAL RESPONSE ACCELERATIONS

(Sds) 0.177 (Sd1) 0.104

ALL STEEL SYSTEMS ARE SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE.

RESPONSE MODIFICATION COEFFICIENT (R) 3.0

SYSTEM OVERSTRENGTH FACTOR 3.0

DEFLECTION AMPLIFICATION FACTOR 3.0

SEISMIC RESPONSE COEFFICIENT (Cs) 0.059 DESIGN BASE SHEAR (V = Cs x W) 0.059W

ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PROCEDURE

1. FOUNDATIONS ARE DESIGNED TO BEAR ON ASSUMED ORIGINAL UNDISTURBED SOIL OR CONTROLLED

COMPACTED FILL WITH AN ALLOWABLE BEARING CAPACITY OF 2,000 PSF.

2. THE GEOTECHNICAL ENGINEER FOR THE OWNERS TESTING AGENCY SHALL VERIFY BEARING CAPACITY

AND SUITABILITY OF SUBGRADE PRIOR TO PLACING FOUNDATIONS AND GRADE SLABS.

3. SELECT AND PLACE CONTROLLED COMPACTED FILL UNDER DIRECT SUPERVISION OF THE GEOTECHNICAL

ENGINEER FOR THE OWNERS TESTING AGENCY.

1. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 318-11 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" AND ACI 301-10 "STANDARD SPECIFICATIONS FOR

STRUCTURAL CONCRETE".

2. CONCRETE SHALL BE NORMAL WEIGHT (OR LIGHTWEIGHT AS INDICATED) AND SHALL OBTAIN ULTIMATE 28 DAY COMPRESSIVE STRENGTHS (F'c), AS FOLLOWS:

FOOTINGS 3000 PSI WITH W/C RATIO OF 0.53 MAX

3. SUBMIT CONCRETE MIX DESIGN TO ARCHITECT/ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION.

4. ALL EXTERIOR CONCRETE SHALL BE AIR-ENTRAINED.

5. REINFORCING STEEL SHALL BE AS FOLLOWS:

• REINFORCING BARS: ASTM A615, GRADE 60, DEFORMED

• WELDED WIRE FABRIC: ASTM A185, SHEET TYPE ONLY

• WELDABLE REINFORCING BARS: ASTM A706 LOW ALLOW STEEL REINFORCING BARS, DEFORMED

• LAP SPLICES SHALL BE CLASS B UNLESS NOTED OTHERWISE

• WELDING PER AWS D1.4 STRUCTURAL WELDING CODE - REINFORCING STEEL

1. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE FOLLOWING AISC DOCUMENTS:

AISC 360-10 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS", DATED JUNE 22, 2010.

AISC 303-10 "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES", DATED APRIL 14, 2010.

RCSC'S "SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS", DATED DECEMBER 31, 2009.

2. STRUCTURAL STEEL SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS:

WIDE FLANGE SHAPES ASTM A992 (FY=50 KSI)

MISCELLANEOUS SHAPES, PLATES & BARS ASTM A36 (FY=36 KSI)

HOLLOW STRUCTURAL SECTIONS (HSS)

SQUARE & RECTANGLE ASTM A500, GRADE B (FY=46 KSI)

ROUND ASTM A500 GRADE B (FY=42 KSI)

PIPE ASTM A53, GRADE B TYPE E OR S (FY=35 KSI)

HIGH STRENGTH BOLTS ASTM A325

WASHERS ASTM F436

HEAVY HEX NUTS ASTM A563

ANCHOR RODS ASTM A307

WELDING ELECTRODES E70 (LOW HYDROGEN)

THREADED ROD ASTM A36

3. UNLESS NOTED OTHERWISE, CONNECTIONS SHALL BE DESIGNED IN ACCORDANCE WITH AISC MANUAL OF STEEL CONSTRUCTION, 14TH EDITION AS SIMPLE CONNECTIONS USING ALLOWABLE STRENGTH DESIGN (ASD).

CONNECTIONS FOR NON-COMPOSITE BEAMS SHALL BE DESIGNED FOR THE UNIFORM LOAD CAPACITY INDICATED IN THE ALLOWABLE UNIFORM LOAD TABLES, PART 3, OF THE AISC MANUAL OF STEEL CONSTRUCTION.

4. BOLTED JOINTS SHALL BE "SNUG TIGHTENED", AND SHALL HAVE THREADS EXCLUDED FROM THE SHEAR PLANE, UNLESS OTHERWISE INDICATED.

5. WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1 "STRUCTURAL WELDING CODE - STEEL".

6. STRUCTURAL STEEL EXPOSED TO WEATHER IN THE FINISHED WORK SHALL BE HOT DIPPED GALVANIZED IN

ACCORDANCE WITH ASTM A123, UNLESS NOTED OTHERWISE.

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE (USBC), 2012 EDITION, EFFECTIVE JANUARY 1, 2012 (INTERNATIONAL BUILDING CODE 2012).

2. THE STRUCTURAL DRAWINGS ARE INTENDED TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL

DRAWINGS AND THE DRAWINGS OF THE OTHER ENGINEERING DISCIPLINES.

3. VERIFY AND COORDINATE MECHANICAL UNIT SUPPORTS AND OPENINGS WITH EQUIPMENT PURCHASED FOR THE PROJECT. COORDINATE REQUIREMENTS FOR SLEEVES, HANGERS, INSERTS, ANCHORS AND ALL OTHER ITEMS

TO BE SET IN STRUCTURAL WORK.

SECTION AND DETAIL 1

S2.1 S4.2

S2.2

S2.3 SECTION OR DETAIL NUMBER

DRAWING NUMBER WHERE SECTION OR DETAIL IS DRAWN

DRAWING NUMBER WHERE SECTION OR DETAIL IS CUT

ADDITIONAL DRAWING NUMBERS WHERE SECTION OR DETAIL IS CUT

S2.1 A

DETAIL WHERE CUT

DETAIL LETTER

DRAWING NUMBER WHERE DETAIL

IS DRAWN

S2.1

SECTION WHERE CUT

SECTION NUMBER

DRAWING NUMBER WHERE

SECTION IS DRAWN

(WHERE DRAWN)

EARTH

CAST IN PLACE CONCRETE

STRUCTURAL MATERIALS LEGEND

POROUS FILL

JBE (+X'-X")

BP1, BP2 ...

BP-A, BP-B ...

P-1, P-2 ...

JS

SP

-X'-X"

WP

+X'-X"

L1, L2 ...

X.X

(+X'-X")

(J)

(SL)

JOIST BEARING ELEVATION

BEAM BEARING PLATE MARK

COLUMN BASE PLATE MARK

CONCRETE PIER MARK

JOIST SUBSTITUTE

SPECIAL JOIST

WALL FOOTING STEP

TOP OF FOOTING ELEVATION

WORK POINT

TOP OF SLAB ELEVATION

LINTEL MARK

COLUMN FOOTING MARK

TOP OF STEEL BEAM ELEVATION

INDICATES TOP OF STRUCTURAL MEMBER SHALL

BE IN SAME PLANE AS TOP OF JOIST

INDICATES TOP OF STRUCTURAL MEMBER SHALL

BE SLOPED

CENTERLINE

WFX.X WALL FOOTING MARK

THICKENED SLAB

* STEEL JOIST BOTTOM CHORD EXTENSION,

WELDED

STEEL BEAM MOMENT CONNECTION

(E) EXISTING

CONTAINER FLOOR

MEMBERS (TYP)

CONTAINER

PLYWOOD FLOOR

6"x1/4"x2'-6" PLATE

(2) #12 TEK SCREWS

IN PRE-DRILLED HOLES

IN PLATE; ALIGN W/

FLOOR MEMBERS

(6 TOTAL SCREWS)

L2x2x1/4x0'-4" CLIP

(TYP EA SIDE)

3/16

TYP

3/16

TYP

OSHA COMPLIANT

GALV STEEL LADDER;

REFER TO ARCH DWGS

CONTAINER

PLYWOOD FLOOR

CONTAINER FLOOR

MEMBERS (TYP)

CONTAINER ROOF

CORNER FITTING OF

CONTAINER BEYOND

TOP RAIL

BOTTOM RAIL

CORNER FITTING OF

CONTAINER BEYOND

3/16

TYP

OSHA COMPLIANT

GALV STEEL LADDER;

REFER TO ARCH DWGS

3"x1/4" BENT PLATE (EA SIDE)

CONN W/ (3) #12 TEK SCREWS

REFER TO ARCH DWGS FOR

STANDOFF DISTANCE

BENT PLATE CONN AT

4'-0" MAX (TYP)

CONTAINER

PLYWOOD FLOOR

6"x1/4"x2'-6" PLATE

L2x2x1/4x0'-4" CLIP

(TYP EA SIDE)

CONTAINER FLOOR

MEMBERS (TYP)

3/16

TYP

(2) #12 TEK SCREWS

IN PRE-DRILLED HOLES

IN PLATE; ALIGN W/

FLOOR MEMBERS

(4 TOTAL SCREWS)

OSHA COMPLIANT

GALV STEEL LADDER;

REFER TO ARCH DWGS

362S162-43 STUD BELOW

EA LADDER RAIL; TIGHT TO

PLYWOOD FLOOR

14GA CLIP ANGLE (TYP)

CONN W/ (4) #12 TEK SCREWS

OSHA COMPLIANT

GALV STEEL LADDER;

REFER TO ARCH DWGS

CORNER FITTING

BEYOND (TYP)

CORNER FITTING

BEYOND (TYP)

3' - 0"

4" CONC SLAB ON

GRADE REINF W/

6x6-W2.9xW2.9 WWF

AT MID DEPTH

2" 2"

L2x2x1/4x0'-4" CLIP

(TYP EA SIDE)

FIN GRADE/GRAVEL

3/16

TYP

1/2" DIAM SCREW

ANCHOR (3" EMBED)

3"x1/4" BENT PLATE (EA SIDE)

CONN TO EA TOP RAIL;

REFER TO ARCH DWGS FOR

STANDOFF DISTANCE

3/16

TYP

3/16

TYP

TOP RAIL

TOP RAIL

EXISTING CONDITION

3' - 0"

BOTTOM CONTAINER

FLOOR MEMBERS (TYP)

TOP CONTAINER

PLYWOOD FLOOR

BOTTOM CONTAINER ROOF

BOTTOM CONTAINER

FLOOR MEMBERS;

CUT AT OPENING (TYP)

TOP CONTAINER

PLYWOOD FLOOR;

CUT AT OPENING

BOTTOM CONTAINER ROOF;

CUT AT OPENING

HSS6x3 WELDED (3/16"

DOUBLE FILLET) TO

BOTTOM RAIL OF TOP

CONTAINER AT EA END

CONT L3x3x1/4 AT OPENING

FOR DECK EDGE SUPPORT

(TYP EA SIDE)

3/16 3-12

TYP

OSHA COMPLIANT

GALV STEEL LADDER;

REFER TO ARCH DWGS

3/16

TYP

1'

4" 2"

FIN GRADE/GRAVEL

CORNER FITTING

CORNER CORNER

POST

12"x1/2"x12" EMBED PL W/ (4) 3/4" DIAM x 8"

HEADED STUDS

4' - 0" (x 4' - 0")

(4) #5 CONT EW

3" CLR (TYP)

3" C

LR

3/16 4" MIN3/16 4" MIN

CORNER FITTING OF

TOP CONTAINER

CONTAINER

SIDEWALL

HSS COLS IN

ADJACENT

SIDEWALL RIBS

TOP RAIL

PLAN

LENGTH OF TOP & BOT

STEEL SHIMS; FIELD

VERIFY

CORNER FITTING OF

BOTTOM CONTAINER

BEYOND (TYP)

12"x1/2"x12" EMBED PL W/ (4) 3/4" DIAM x 8"

HEADED STUDS

1/4" STIFFENER PL

AT EA HSS COL

CORNER FITTING OF

TOP CONTAINER

(2) HSS COLS IN ADJACENT

SIDEWALL RIBS DIRECTLY

BELOW CORNER FITTING

OF TOP CONTAINER

TOP RAIL

BOTTOM RAIL

3" WIDE TOP

SOLID STEEL SHIMS;

WELD CONT

3" WIDE BOTTOM

SOLID STEEL SHIMS;

WELD CONT

1'

4" 2"

FIN GRADE/GRAVEL

4' - 0" (x 4' - 0") (4) #5 CONT EW

3" CLR (TYP)

3" C

LR

3/16

TYP,

TOP & BOT

3/16

3/16

TYP,

TOP & BOT

TYP 3 SIDES

TOP & BOT

3/16

TYP 3 SIDES

TOP & BOT

EXISTING CONDITION

BOTTOM CONTAINER

FLOOR MEMBERS;

CUT AT OPENING (TYP)

TOP CONTAINER

PLYWOOD FLOOR;

CUT AT OPENING

3' - 0"

BOTTOM CONTAINER

FLOOR MEMBERS (TYP)

TOP CONTAINER

PLYWOOD FLOOR

BOTTOM CONTAINER ROOF

BOTTOM CONTAINER ROOF;

CUT AT OPENING

CONT L3x3x1/4 AT OPENING

FOR DECK EDGE SUPPORT

(TYP EA SIDE)

HSS6x3 CROSS MEMBERS

WELDED (3/16" DOUBLE

FILLET) TO CONT HSS6x3

MEMBERS AT EA END

3/16 3-12

TYP

14GA CLIP ANGLE (TYP)

CONN W/ (4) #12 TEK SCREWS

TO FLOOR MEMBER; CONN

TO HSS W/ (3) 0.157 DIAM PAF

1'

2"

CORNER FITTING

CORNER CORNER

POST

12"x1/2"x12" EMBED PL W/ (4) 3/4" DIAM x 9"

HEADED STUDS

(12) #7 CONT EW BOT

3" C

LR

(T

Y P

3" CLR (TYP)

TOP RAIL

(12) #6 CONT EW TOP

3/16 4" MIN

3/16 4" MIN

BOTTOM RAIL OF

TOP CONTAINER

CONTAINER

SIDEWALL

HSS COLS IN

ADJACENT

SIDEWALL RIBS

TOP RAIL

PLAN

LENGTH OF TOP & BOT

STEEL SHIMS; FIELD

VERIFY

CORNER FITTING OF

BOTTOM CONTAINER

BEYOND (TYP)

12"x1/2"x12" EMBED PL W/ (4) 3/4" DIAM x 8"

HEADED STUDS

1/4" STIFFENER PL

AT EA HSS COL

(2) HSS COLS IN ADJACENT

SIDEWALL RIBS DIRECTLY

BELOW CORNER FITTING

OF TOP CONTAINER

TOP RAIL

BOTTOM RAIL

3" WIDE TOP

SOLID STEEL SHIMS;

WELD CONT

3" WIDE BOTTOM

SOLID STEEL SHIMS;

WELD CONT

1'

4" 2"

FIN GRADE/GRAVEL

4' - 0" (x 4' - 0") (4) #5 CONT EW

3" CLR (TYP)

3" C

LR

3/16

TYP,

TOP & BOT

3/16

3/16

TYP,

TOP & BOT

TYP 3 SIDES

TOP & BOT

3/16

TYP 3 SIDES

TOP & BOT

BOTTOM RAIL

DESIGN LOAD DATA

FOUNDATIONS

CONCRETE

STRUCTURAL STEEL

GENERAL

LEGEND FOR SECTION AND DETAIL MARKS

PLAN LEGEND

HORIZ HORIZONTAL

HS HIGH STRENGTH

HSS HOLLOW STRUCTURAL SECTION

HT HEIGHT

IN INCH

INFO INFORMATION

INT INTERIOR

JBE JOIST BEARING ELEVATION

JS JOIST SUBSTITUTE

JST JOIST

JT JOINT

K KIP

LBS POUNDS

LF LINEAR FEET (FOOT)

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

M METER(S)

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MM MILLIMETER(S)

NOM NOMINAL

NS NON SHRINK

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED CONTRACTOR

INSTALLED

OPNG OPENING

OPP OPPOSITE

PC CONC PRECAST CONCRETE

PLF POUNDS PER LINEAR FOOT

POLY POLYETHYLENE

PPT PRESSURE PRESERVATIVE TREATED

PSF POUNDS PER SQUARE FOOT

R RADIUS

RD ROOF DRAIN

REF REFERENCE

REINF REINFORCING, REINFORCED

REQ'D REQUIRED

SIM SIMILAR

SL SLOPE

SOG SLAB ON GRADE

SPA SPACES

SS STAINLESS STEEL

STD STANDARD

STIFF STIFFENER

STRUCT STRUCTURAL

SUSP SUSPENDED

SYM SYMMETRY(RICAL)

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TF TRANSFER FORCE

TOC TOP OF CONCRETE

TOS TOP OF STEEL

TOSL TOP OF SLAB

TOW TOP OF WALL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VB VAPOR BARRIER

VERT VERTICAL

VR VAPOR RETARDER

WP WORK POINT

WWF WELDED WIRE FABRIC

AB ANCHOR BOLT

AESS ARCHITECTURALLY EXPOSED

STRUCTURAL STEEL

AFF ABOVE FINISHED FLOOR

ALUM ALUMINUM

APPROX APPROXIMATE

ARCH ARCHITECTURAL, ARCHITECT

AVG AVERAGE

BLDG BUILDING

BM BEAM

BOT BOTTOM

BRG BEARING

BTWN BETWEEN

CFSF COLD FORMED STEEL FRAMING

CIP CAST IN PLACE

CJ CONTROL JOINT

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONSTR CONSTRUCTION

CONT CONTINUOUS

CTR CENTER

DBA DEFORMED BAR ANCHOR

DBL DOUBLE

DIAG DIAGONAL

DIAM DIAMETER

DIM DIMENSION

DN DOWN

DWG DRAWING

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELECT ELECTRICAL

ELEV ELEVATOR

EOD EDGE OF DECK

EOS EDGE OF SLAB

EQ EQUAL

EW EACH WAY

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FD FLOOR DRAIN

FDN FOUNDATION

FF FINISHED FLOOR

FIN FINISHED

FLR FLOOR

FOB FACE OF BRICK

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FRMG FRAMING

FRT FIRE RETARDANT TREATED

FT FOOT

FTG FOOTING

GA GAGE

GALV GALVANIZED

GB GRADE BEAM

GC GENERAL CONTRACTOR

GRD GRADE

HD HEADED

HK HOOK

STRUCTURAL ABBREVIATIONS

9/ 8/

1:

:4

A

M

3/4" = 1'-0"S1.1 S0.1

SECTION1

3/4" = 1'-0"S1.1 S0.1

SECTION3

3/4" = 1'-0"S1.1 S0.1

SECTION2

3/4" = 1'-0"S1.1 S0.1

SECTION4

3/4" = 1'-0"S1.1 S0.1

SECTION9

3/4" = 1'-0"S1.1 S0.1

SECTION8

3/4" = 1'-0"S1.1 S0.1

SECTION5

3/4" = 1'-0"S1.1 S0.1

SECTION7

3/4" = 1'-0"S1.1 S0.1

SECTION10

3/4" = 1'-0"S1.1 S0.1

SECTION6

DCBA

CONTAINER FLOOR

MEMBERS (TYP); FIELD

VERIFY SPACING

S0.1

S0.1

CONTAINER FLOOR

MEMBERS (TYP); FIELD

VERIFY SPACING

S0.1

4'-0"x4'-0"x1'-6" CONC FOOTING;

TYP OF 6 PER CONTAINER

4'-0"x4'-0"x1'-6" CONC FOOTING;

TYP OF 6 PER CONTAINER

S0.1

S0.1

S0.1

S0.1

S0.1

S0.1

TYP

OF 4

TYP

OF 4

HS

S2

-1 /2 x2 -1

/2 x1

/4

CO

L

UP

HSS2-1

/2x

2-1 /2x

1/4

COL U

P

HSS2-1/2x2-1/2x1/4

COL UP

HSS2-1/2x2-1/2x1/4

COL UP

8'

0" 8'

0"

8'

0"

23' - 6" 8' - 6" 8' - 0"

1' - 6" 8' - 6"

1' - 6"

1'

6" 8'

0"

1'

6"

S0.1

TYP

OF 4

CONTAINER TOP

CONTAINER

BOTTOM

CONTAINER 1

CONTAINER 3

CONTAINER 2

HSS2-1

/2x

2-1 /2x

1/4

COL U

P

HSS2-1/2x2-1/2x1/4

COL UP

HSS2-1

/2x

2-1 /2x

1/4

COL U

P

HSS2-1

/2x

2-1 /2x

1/4

COL U

P

SIM

NOTE J

DCBA

CONTAINER FLOOR

MEMBERS (TYP); FIELD

VERIFY SPACING

S0.1

(2) COLS BELOW IN

CONTAINER 3

(2) COLS BELOW IN

CONTAINER 3

(2) COLS BELOW IN

CONTAINER 1

(2) COLS BELOW IN

CONTAINER 1

S0.1

S0.1

S0.1

NOTE B

S0.1

S0.1

S0.1

S0.1

S0.1

S0.1

OPENING

OPENING

HSS6x3x1/4 (TYP OF 4)

HSS6x3x1/4 (TYP OF 4)

HSS2-1/2x2-1/2x1/4 BRACE

NOTE D

HSS2-1/2x2-1/2x1/4 BRACE

NOTE C

23' - 6" 8' - 6" 8' - 0"

8'

0" 8'

0"

8'

0"

CONTAINER TOP

CONTAINER

BOTTOM

CONTAINER 1

CONTAINER 3

CONTAINER 2

CONTAINER 4

NOTE A

NOTE A

NOTE B

NOTE G NOTE G

LOUVER BELOW

NOTE J

LOUVER BELOW

NOTE J

FAN BELOW

NOTE J

FAN BELOW

NOTE J

DOOR BELOW

NOTE K

DCBA

S0.1

S0.1

ROOF HATCH

HSS2-1/2x2-1/2x1/4 BRACE

NOTE F

HSS2-1/2x2-1/2x1/4 BRACE

NOTE F

23' - 6" 8' - 6" 8' - 0"

8'

0" 8'

0"

8'

0"

CONTAINER TOP

CONTAINER

BOTTOM

CONTAINER 2

CONTAINER 4

HSS2-1/2x2-1/2x1/4 BRACE

NOTE E

HSS2-1/2x2-1/2x1/4 BRACE

NOTE E

NOTE H

NOTE H

FAN BELOW

NOTE JATTACH CONTAINER ROOF

DECK TO HSS MEMBERS

W/ 5/8" PUDDLE WELDS

AT EA FLUTE

HSS6x3x1/4 (TYP OF 4)

WELD TO TOP RAIL AND

EA OTHER W/ 3/16" FILLET

ALL AROUND EA END

RAILING AROUND PERIMETER

OF TOP OF CONTAINER 4;

REFER TO ARCH DWGS

DCBA

ROOF HATCH

S0.1

23' - 6" 8' - 6" 8' - 0"

8'

0" 8'

0"

8'

0"

CONTAINER TOP

CONTAINER

BOTTOM

CONTAINER 2

FAN BELOW

NOTE J

PRIMARY RAPPEL

ANCHOR POINT;

REFER TO DETAIL

THIS DWG

SECONDARY RAPPEL

ANCHOR POINT;

REFER TO DETAIL

THIS DWG

PRIMARY RAPPEL

ANCHOR POINT;

REFER TO DETAIL

THIS DWG

SECONDARY RAPPEL

ANCHOR POINT;

REFER TO DETAIL

THIS DWG

HSS4x4x1/4

AT ANCHORS

HSS4x4x1/4

AT ANCHORS

ATTACH CONTAINER END

WALL TO HSS MEMBERS

W/ 5/8" PUDDLE WELDS

AT EA FLUTE

HSS6x3x1/4 (TYP OF 4)

WELD TO CORNER POST

AND EA OTHER W/ 3/16"

FILLET ALL AROUND EA END

RAILING AROUND PERIMETER

OF END OF CONTAINER 2;

REFER TO ARCH DWGS

PLAN

CONT HSS4x4

CONTAINER END WALL

CUT FOR STUB HSS4x4

INSTALLATION

1/2" PLATE

CONT HSS4x4

1/2" PLATE

5/8" DIAM BAR

1/2" PLATE

5/8" DIAM BAR

3/16

TYP

1/4

TYP EA END

1 1/2" 2"

1 1/2"

1/

4"

1/ 4"

1 1/2" 1 1/2"

STUB HSS4x4x1/4x0'-5"

W/ 1/4" END CLOSURE PL

STUB HSS4x4x1/4x0'-5"

W/ 1/4" END CLOSURE PL

3/16

3/16

9/ 8/

1:

:4

A

M

FOUNDATION AND FRAMING PLAN NOTES:

1. LEVEL 1 (ARCHITECTURAL) ELEVATION = REFERENCE DATUM EL (+0'-2"), TOP OF FOOTING ELEVATION.

2. TOP OF ALL FOOTINGS SHALL BE (+0'-2") ABOVE FINISHED GRADE/GRAVEL PAD, UNO.

3. REFER TO DRAWING S0.0.1 FOR GENERAL NOTES, PLAN LEGEND, AND STRUCTURAL ABBREVIATIONS.

1/4" = 1'-0"

FOUNDATION PLAN

1/4" = 1'-0"

FRAMING PLAN - LEVEL 2

1/4" = 1'-0"

FRAMING PLAN - LEVEL 3

1/4" = 1'-0"

FRAMING PLAN - LEVEL 4

SHIPPING CONTAINER NOTES:

1. SHIPPING CONTAINER SHALL COMPLY WITH ISO 1496-1 "SERIES 1 FREIGHT CONTAINERS - SPECIFICATION AND TESTING - PART 1: GENERAL CARGO CONATINERS FOR GENERAL PURPOSES" AND ISO 668 "SERIES 1

FREIGHT CONTAINERS - CLASSIFICATION, DIMENSIONS AND RATINGS".

2. ALL CONTAINERS SHALL BE NEW CONSTRUCTION 40 FT LONG, CLASS 1AA, WITH APPROXIMATE WEIGHT

OF 8,500 POUNDS.

3. CONTAINER STRUCTURAL MEMBERS VARY PER CONTAINER MANUFACTURER. CONTAINER STRUCTURAL MEMBERS INDICATED IN SECTIONS ARE REPRESENTATIVE. ALL CONTAINER STRUCTURAL MEMBERS IN SECTIONS SHALL BE VERIFIED BY CONTRACTOR WITH EXACT CONTAINERS AS PURCHASED BY OWNER.

CONTRACTOR SHALL CONTACT ARCHITECT/ENGINEER OF CONTAINER DISCREPANCIES THAT RESULT

IN MODIFICATIONS TO STRUCTURAL SECTIONS, PRIOR TO ANY STEEL FABRICATION.

NOTE A: PROVIDE SOLID STEEL SHIMS FOR FULL BEARING BETWEEN TOP CORNER FITTING W/ CORNER

POST OF CONTAINER 1 OR CONTAINER 3 WITH THE BOTTOM RAIL OF CONTAINER 4. PROVIDE

SHIMS AND WELDING SIMILAR TO SECTION 5/S0.1.

NOTE B: PROVIDE 3/16" FILLET WELD ALONG THE TWO EXTERIOR SIDES OF BEARING BETWEEN TOP

CORNER FITTING W/ CORNER POST OF CONTAINER 1 OR CONTAINER 3 AND BOTTOM CORNER

FITTING W/ CORNER POST OF CONTAINER 4.

NOTE C: PROVIDE HSS2-1/2x2-1/2 BRACING BETWEEN TOP RAILS OF CONTAINER 1 AT LOCATION OF

CONTAINER 2 ATTACHMENT. WELD BRACE TO EACH RAIL WITH 3/16" DOUBLE FILLET.

NOTE D: PROVIDE HSS2-1/2x2-1/2 BRACING BETWEEN TOP RAILS AND BOTTOM RAILS OF CONTAINER 2

AT ELEVATION TO MATCH ADJACENT BRACING AT TOP OF CONTAINER 1 (REFER TO NOTE C

ABOVE). WELD BRACE TO EACH RAIL WITH 3/16" DOUBLE FILLET.

NOTE E: PROVIDE HSS2-1/2x2-1/2 BRACING BETWEEN TOP RAILS OF CONTAINER 4 AT LOCATION OF

CONTAINER 2 ATTACHMENT. WELD BRACE TO EACH RAIL WITH 3/16" DOUBLE FILLET.

NOTE F: PROVIDE HSS2-1/2x2-1/2 BRACING BETWEEN TOP AND BOTTOM RAILS OF CONTAINER 2 AT

ELEVATION TO MATCH ADJACENT BRACING AT TOP OF CONTAINER 4 (REFER TO NOTE E

ABOVE). WELD BRACE TO EACH RAIL WITH 3/16" DOUBLE FILLET.

NOTE G: WELD TOP AND BOTTOM RAILS OF CONTAINER 2 TO THE TOP RAIL OF CONTAINER 1. PROVIDE 3/16" FILLET WELD ALONG SIDE AND TOP OF THE TOP RAIL OF CONTAINER 1 (WELD 2 SIDES).

NOTE H: WELD THE BOTTOM RAILS OF CONTAINER 2 TO THE TOP RAIL OF CONTAINER 4. PROVIDE 3/16" FILLET WELD ALONG SIDE AND TOP OF THE TOP RAIL OF CONTAINER 4 (WELD 2 SIDES).

NOTE J: PROVIDE L3x3x5/16 FRAMING AROUND LOUVER/FAN OPENING. WELD FRAMING TO TOP, BOTTOM

OR SIDE CONTAINER RAILS (AND EACH OTHER) WITH 3/16" FILLET WELDS ALL AROUND.

NOTE K: PROVIDE HSS6x3x1/4 FRAMING AROUND DOOR OPENING. WELD FRAMING TO TOP CONTAINER

RAILS (AND EACH OTHER) WITH 3/16" FILLET WELDS ALL AROUND.

3" = 1'-0"

RAPPEL ANCHOR POINT DETAIL